Agenda 03/08/2022 Item #16A16 (RSP Contract #22-7944 for Design Services of the 16th Street NE Bridge)03/08/2022
EXECUTIVE SUMMARY
Recommendation to approve the selection committee’s ranking for Request for Professional
Services (“RPS”) No. 22-7944, “Design Services for 16th Street NE Bridge,” and authorize staff to
begin contract negotiations with the top ranked firm, Kisinger Campo & Associates, Corp., so that
a proposed agreement can be brought back for the Board’s consideration at a future meeting.
(Project No. 60212)
OBJECTIVE: To approve the selection committee’s ranking of RPS No. 22-7944, and direct staff to
negotiate an agreement to engage professional design services for the 16th Street NE Bridge project (the
“Project”).
CONSIDERATIONS: The Florida Department of Transportation (“FDOT”) completed a project
Development and Environmental Study in September 2016 confirming that the Project meets the current
needs for operational and safety improvements. Since that time, the next phases of the Project remained
unfunded until the 2018 Surtax Referendum. The Project will also receive a Federal Grant administered
through the FDOT.
The Project limits extend approximately 3.3 miles along 16th Street NE from Golden Gate Boulevard to
Randall Boulevard, and consists of adding a new bridge and additional lane width and shoulders by
widening to the west of the existing roadway. The widening will provide 11-foot travel lanes with 6-foot
shoulders (4-foot paved plus 2-foot unpaved) along the entire length of the Project. A 6-foot sidewalk will
be constructed to the west of the roadway. The typical section of the propose d bridge consists of two, 12-
foot travel lanes, 6-foot shoulders on each side, and a 6-foot sidewalk on the west side of the bridge.
In addition, the Project will add a new traffic control signal at the intersection of 16th Street NE and
Randall Boulevard.
The Procurement Services Division advertised RPS No. 22-7944, Design Services for 16th Street NE
Bridge, on November 19, 2021, and received five responsive and responsible proposals by the December
20, 2021, deadline. The evaluation criteria included consideration of: the ability of the firm’s professional
personnel, whether the firm is a certified minority business enterprise, past performance, project
approach, location, and workload of the firm. The solicitation required the firms to submit reference s
from clients on projects of a similar size for which the firms provided services similar in scope and
complexity.
A selection committee met on January 20, 2022, scored each of the five proposals, and shortlisted the top
three firms. On February 4, 2022, the selection committee re-convened for presentations and ranked the
firms as follows:
Firm Names Final Ranking
Kisinger Campo & Associates, Corp. 1
Atkins North America, Inc. 2
HighSpans Engineering, Inc. 3
Kisinger Campo & Associates, Corp. (“Kisinger”) is a qualified design consultant that has designed
numerous road and bridge projects in Florida over the past 40 years. They employ roughly 300 people
nationally, including 73 Professional Engineers, and recently completed design services for Collier
County’s Vanderbilt Drive Bridge Replacement project. Kisinger’s civil engineering sub consultants,
Johnson Engineering, Inc. and Kimley Horn & Associates, Inc., are qualified local engineering firms with
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03/08/2022
extensive experience working on Collier County projects.
Subject to the Board’s approval of the above recommendation, staff will begin contract negotiations with
the top ranked firm, Kisinger Campo & Associates, Corp., with the intent of bringing back a negotiated
agreement for the Board’s consideration at a future meeting. If staff is unable to reach an agreement with
the number one ranked firm, staff will continue negotiating with the remaining firms in ranked order.
FISCAL IMPACT: Approval of this item does not result in a direct fiscal impact; however, the source
of funding for the future contract (subject to board approval at a subsequent meeting) will be Gas Taxes
and/or Surtax.
Approval of this item will not have an impact on operational and maintenance costs; however, the
completed project can be expected to have the following operational and maintenance impacts: minimal
to no maintenance costs are expected to be incurred within the first 5 to 7 years of service for the new
roadway features, and will be absorbed into the regular maintenance schedule thereafter; and the new
stormwater features will require minimal maintenance that will be absorbed into the regular maintenance
schedule resulting in minimal cost impact.
LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority
vote for Board approval. -SRT
GROWTH MANAGEMENT IMPACT: There is no Growth Management impact.
RECOMMENDATION: Recommendation to approve the selection committee’s ranking for Request
for Professional Services No. 22-7944, “Design Services for 16th Street NE Bridge,” and authorize staff
to begin contract negotiations with the top ranked firm, Kisinger Campo & Associates, Corp., so that a
proposed agreement can be brought back for the Board’s consideration at a future meeting.
Prepared by: Dennis F. McCoy, PE, Senior Project Manager, Transportation Engineering Division
ATTACHMENT(S)
1. 22-7944 Final Ranking (PDF)
2. 22-7944 NORA.docx (PDF)
3. [Linked] 22-7944 Solicitation (PDF)
4. [Linked] 22-7944 Kisinger Campo & Associates, Corp._Proposal (PDF)
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COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.16
Doc ID: 21398
Item Summary: Recommendation to approve the selection committee’s ranking for Request for
Professional Services (“RPS”) No. 22-7944, “Design Services for 16th Street NE Bridge,” and authorize
staff to begin contract negotiations with the top ranked firm, Kisinger Campo & Associates, Corp., so that
a proposed agreement can be brought back for the Board’s consideration at a future meeting. (Project No.
60212)
Meeting Date: 03/08/2022
Prepared by:
Title: Project Manager – Transportation Engineering
Name: Dennis McCoy
02/14/2022 3:45 PM
Submitted by:
Title: Division Director - Transportation Eng – Transportation Engineering
Name: Jay Ahmad
02/14/2022 3:45 PM
Approved By:
Review:
Growth Management Department Geoffrey Willig Growth Management Skipped 03/02/2022 4:59 PM
Procurement Services Ana Reynoso Level 1 Purchasing Gatekeeper Completed 02/14/2022 3:57 PM
Transportation Engineering Marlene Messam Additional Reviewer Completed 02/14/2022 5:04 PM
Transportation Engineering Jay Ahmad Additional Reviewer Completed 02/15/2022 7:04 AM
Growth Management Department Jeanne Marcella Growth Management Department Completed 02/15/2022 10:19 AM
Procurement Services Sandra Herrera Additional Reviewer Completed 02/17/2022 7:20 AM
Growth Management Department Lisa Taylor Additional Reviewer Completed 02/18/2022 10:24 AM
Growth Management Department Gene Shue Additional Reviewer Completed 02/18/2022 10:52 AM
Growth Management Department Jeanne Marcella Transportation Completed 02/18/2022 1:35 PM
County Attorney's Office Scott Teach Level 2 Attorney Review Completed 02/23/2022 10:45 AM
Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 02/23/2022 11:13 AM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 02/23/2022 2:59 PM
Office of Management and Budget Susan Usher Additional Reviewer Completed 02/25/2022 10:40 AM
County Manager's Office Amy Patterson Level 4 County Manager Review Completed 03/02/2022 3:35 PM
Board of County Commissioners Geoffrey Willig Meeting Pending 03/08/2022 9:00 AM
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Selection CommitteeFinal Ranking SheetRPS #: 22-7944Title: Design Services For 16th Street NE BridgeName of Firm Dennis McCoy Lorraine Lantz Anthony Stolts TotalSelection CommitteeFinal Rank Kisinger Campo & Associates, Corp. (KCA)2114 1.0000Atkins North America, Inc.123 6 2.0000HighSpans Engineering, Inc.3328 3.0000Procurement Professional Glenys Risueno Date 2/4/2022Page 1 of 1DocuSign Envelope ID: 6731B595-CDF4-403C-BA4A-E0476927D12C16.A.16.aPacket Pg. 591Attachment: 22-7944 Final Ranking (21398 : 16th Street Ne Bridge Design - Approval to Negotiate)
Notice of Recommended Award
Solicitation: 22-7944 Title: Design Services for 16th Street NE Bridge
Due Date and Time: December 20, 2021 at 3:00 PM
Respondents:
Company Name City County State Final Ranking Responsive/
Responsible
Kisinger Campo & Associates,
Corp.
Fort Myers Lee FL 1 Yes/Yes
Atkins North America, Inc. Fort Myers Lee FL 2 Yes/Yes
HighSpans Engineering, Inc. Fort Myers Lee FL 3 Yes/Yes
Hardesty & Hanover, LLC Tampa Hillsborough FL N/A Yes/Yes
DRMP, Inc. Fort Myers Lee FL N/A Yes/Yes
Utilized Local Vendor Preference: Yes No
Recommended Vendor(s) For Award:
On November 19, 2021, the Procurement Services Division released notices for Request for Professional Services
(“RPS”) No. 22-7944, Design Services for 16th Street NE Bridge. The County notified 19,091 firms, seventy-five
(75) firms viewed the solicitation information, and five (5) proposals were received by the due date of December
20, 2021. All five proposers were found to be responsive and responsible.
Per CCNA, Fla. Stat. the evaluation criteria included ability of professional personnel; certified minority business
enterprise; past performance/references; project approach, willingness to meet time and budget requirements;
location; and recent, current, and projected workloads of the firm. A minimum of three references were
requested from clients for projects with a similar size for which the firm provided services similar in scope and
complexity.
The Selection Committee convened on January 20, 2022, and as described in step 1 of the solicitation
documents, scored each of the proposals and shortlisted the top three (3) firms to move to step 2 in the order
listed below:
Atkins North America, Inc.
Kisinger Campo & Associates, Corp.
HighSpans Engineering, Inc.
On February 4, 2022, the Selection Committee reconvened for step 2, oral presentations and final ranking. The
firms were ranked as follows:
Kisinger Campo & Associates, Corp. ranked as 1
DocuSign Envelope ID: 6731B595-CDF4-403C-BA4A-E0476927D12C
16.A.16.b
Packet Pg. 592 Attachment: 22-7944 NORA.docx (21398 : 16th Street Ne Bridge Design - Approval to Negotiate)
Atkins North America, Inc. ranked as 2
HighSpans Engineering, Inc. ranked as 3
Staff is recommending negotiations with the top ranked firm, Kisinger Campo & Associates, Corp.
Contract Driven Purchase Order Driven
Required Signatures
Project Manager: Dennis McCoy
Procurement Strategist: Glenys Risueno
Procurement Services Director:
__________________________________ _________________
Sandra Herrera Date
DocuSign Envelope ID: 6731B595-CDF4-403C-BA4A-E0476927D12C
2/11/2022
2/11/2022
2/11/2022
16.A.16.b
Packet Pg. 593 Attachment: 22-7944 NORA.docx (21398 : 16th Street Ne Bridge Design - Approval to Negotiate)
COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
REQUEST FOR PROFESSIONAL SERVICES (RPS)
In accordance with Florida Statute 287.055
Consultants’ Competitive Negotiation Act
FOR
DESIGN SERVICES FOR 16TH STREET NE BRIDGE
RPS NO.: 22-7944
GLENYS RISUENO, PROCUREMENT STRATEGIST
PROCUREMENT SERVICES DIVISION
3295 TAMIAMI TRAIL EAST, BLDG C-2
NAPLES, FLORIDA 34112
TELEPHONE: (239) 252-6098
Glenys.Risueno@colliercountyfl.gov (Email)
This proposal solicitation document is prepared in a Microsoft Word format (rev 8/16/17). Any
alterations to this document made by the Consultant may be grounds for rejection of proposal,
cancellation of any subsequent award, or any other legal remedies available to the Collier County
Government.
INTRODUCTION
BACKGROUND
TERM OF CONTRACT
DETAILED SCOPE OF WORK
SOLICITATION PUBLIC NOTICE
REQUEST FOR PROFESSINAL SERVICES
(RPS) NUMBER:
22-7944
PROJECT TITLE: DESIGN SERVICES FOR 16TH STREET NE BRIDGE
PRE-PROPOSAL CONFERENCE: N/A
LOCATION: PROCUREMENT SERVICES DIVISION, CONFERENCE ROOM A,
3295 TAMIAMI TRAIL EAST, BLDG C-2, NAPLES, FLORIDA 34112
RPS OPENING DAY/DATE/TIME: MONDAY, DECEMBER 20TH, 2021 AT 3:00PM EST
PLACE OF RPS OPENING: PROCUREMENT SERVICES DIVISION
3295 TAMIAMI TRAIL EAST, BLDG C-2
NAPLES, FL 34112
All proposals shall be submitted online via the Collier County Procurement Services Division Online Bidding System:
https://www.bidsync.com/bidsync-cas/
As requested by the Transportation Engineering Division (hereinafter, the “Division”), the Collier County Board of County
Commissioners Procurement Services Division (hereinafter, “County”) has issued this Request for Professional Services (hereinafter,
“RPS”) with the intent of obtaining proposals from interested and qualified Consultants in accordance with the terms, conditions and
specifications stated or attached. The Consultant, at a minimum, must achieve the requirements of the Specifications or Scope of
Work stated.
The project encompasses approximately a 3.3-mile section of 16th Street NE from the intersection with Golden Gate Boulevard West
extending north to the intersection of Randall Boulevard. 16th Street NE intersects with a series of narrow dead-end streets. The
improvements proposed will provide connectivity and roadway enhancements to those dead-end streets and improve emergency
response times and safety along the corridor.
A PD&E Study entitled “Golden Gate Estates Bridge Crossings” was completed for this site in September 2016. The proposed
roadway improvements for this project consist of adding a new bridge, providing additional lane width and shoulders by widening to
the west of the existing roadway. The widening will provide 11-foot travel lanes with 6-foot shoulders (4-foot paved plus 2-foot
unpaved) along the entire length of the project. A 6-foot sidewalk will be constructed to the west of the roadway.
The typical section of the proposed bridge consists of two, 12-foot travel lanes, 6-foot shoulders on each side, and a 6-foot sidewalk
on the west side of the bridge. The proposed bridge width and length is 44 feet 7.5 inches and 142 feet, respectively. The final design
shall confirm or modify these parameters for the bridge.
The project will add a new signal system at 16th Street NE and Randall Boulevard.
County reserves the right to modify this scope during negotiations for budgetary reasons.
The contract term, if an award is made, will commence on the date of the Notice to Proceed and end upon acceptance and approval of
the final payment. Prices shall remain firm for the initial term of this contract.
Surcharges will not be accepted in conjunction with this contract, and such charges should be incorporated into the pricing structure.
1 PURPOSE
The purpose of this Exhibit is to describe the scope of work and the responsibilities of the CONSULTANT and the COUNTY in
connection with the design and preparation of a complete set of construction contract documents and incidental engineering services,
as necessary, for improvements to the transportation facility described herein.
Provide services as defined in this Scope of Services, which references the Florida Department of Transportation (FDOT)
manuals, and procedures. For this project the CONSULTANT and/or Sub-Consultant(s) must be FDOT qualified (Rule Chapter
14-75) to perform the assigned work and/or services required of the project. As a minimum, the CONSULTANT and/or Sub-
Consultant(s) must be qualified to perform the following types of work:
Major work mix includes:
• 0020 New Bridge Construction
• 0221 Widen & Resurface Existing Lanes
• 0205 Sidewalk
• 0715 Traffic Engineering Study
• 0716 Traffic Signals
• 0774 Signing/Pavement Markings
• 0777 Lighting
Major work groups include:
• 2.0 Project Development and Environmental (PD&E) Studies
• 3.1 Minor Highway Design
• 4.1 Miscellaneous Structures and Minor Bridge Design
Minor work groups include:
• 4.1 Miscellaneous Structures and Minor Bridge Design
• 6.3.1 ITS Analysis & Design
• 7.1 Signing, Pavement Marking & Channelization
• 7.2 Lighting
• 7.3 Signalization
• 8.1 Control Surveying
• 8.2 Design, Right of Way Construction Surveying
• 8.4 Right of Way Mapping
• 9.1 Soil Exploration
• 9.2 Geotechnical Classification Lab Testing
• 9.3 Highway Materials Testing
• 9.4 Foundation Studies
• 9.5 Geotechnical Specialty Lab Testing
• 15.0 Landscape Architect.
The Florida Department of Transportation (FDOT) is the administrator of the Federal funds for this project. Therefore, the Firms
submitting as the PRIME CONSULTANT must be prequalified by the FDOT to work on LAP projects. Furthermore, at a minimum
the Prime Firm must be pre-qualified through FDOT in the following work groups:
• Group 3 - Highway Design – Roadway: 3.1 Minor Highway Design
• Group 4 – Highway Design – Bridges: 4.1 Miscellaneous Structures and Minor Bridge Design
Known alternative construction contracting methods include: N/A
The general objective is for the CONSULTANT to prepare a set of contract documents including plans, specifications, supporting
engineering analysis, calculations and other technical documents in accordance with FDOT and COUNTY policy, procedures and
requirements. These Contract documents will be used by the contractor to build the project and test the project components. These
Contract documents will be used by the COUNTY or its Construction Engineering Inspection (CEI) representatives for inspection
and final acceptance of the project. The CONSULTANT shall follow a systems engineering process to ensure that all required
project components are included in the development of the Contract documents and the project can be built as designed and to
specifications.
The Scope of Services establishes which items of work in the FDOT Manual of Uniform Minimum Standards for Design,
Construction and Maintenance (Florida Greenbook), COUNTY Code and other pertinent manuals are specifically prescribed to
accomplish the work included in this contract and indicate which items of work will be the responsibility of the CONSULTANT
and/or the COUNTY.
The CONSULTANT shall be aware that as a project is developed, certain modifications and/or improvements to the original
concepts may be required. The CONSULTANT shall incorporate these refinements into the design and consider such refinements
to be an anticipated and integral part of the work. This shall not be a basis for any supplemental fee request(s). The CONSULTANT
shall demonstrate good project management practices while working on this project. These include communication with the
COUNTY and others as necessary, management of time and resources, and documentation. The CONSULTANT shall set up and
maintain throughout the design of the project a contract file in accordance with COUNTY procedures.
CONSULTANTs are expected to know the laws and rules governing their professions and are expected to provide services in
accordance with current regulations, codes and ordinances and recognized standards applicable to such professional services. The
CONSULTANT shall provide qualified technical and professional personnel to perform to COUNTY standards and procedures,
the duties and responsibilities assigned under the terms of this agreement. The CONSULTANT shall minimize to the maximum
extent possible the COUNTY’s need to apply its own resources to assignments authorized by the COUNTY.
The COUNTY will provide contract administration, management services, and technical reviews of all work associated with the
development and preparation of contract documents, including Construction documents. The COUNTY’s technical reviews are for
high-level conformance and are not meant to be comprehensive reviews. The CONSULTANT shall be fully responsible for all
work performed and work products developed under this Scope of Services. The COUNTY may provide job-specific information
and/or functions as outlined in this contract, if favorable.
It is imperative that all signal, roadway lighting, and signing and pavement marking design be reviewed and approved by Collier
COUNTY Traffic Operations at each phase of the project. The designer shall adhere to the current Collier COUNTY Traffic
Operations specifications to minimize redesign.
2 PROJECT DESCRIPTION
The CONSULTANT shall investigate the status of the project and become familiar with concepts and commitments (typical
sections, alignments, etc.) developed from prior studies and/or activities. If a Preliminary Engineering Report is available from a
prior or current Project Development and Environment (PD&E) study, the CONSULTANT shall use the approved concepts as a
basis for the design unless otherwise directed by the COUNTY.
The intersection of 16th Street NE and Vanderbilt Beach Road may be under construction before this project. The CONSULTANT
shall incorporate all future improvements by “others” as an existing condition unless otherwise directed by the Project Manager.
The project encompasses approximately a 3.3-mile section of 16th Street NE from the intersection with Golden Gate Boulevard
West extending north to the intersection of Randall Boulevard. 16th Street NE intersects with a series of narrow dead-end streets.
The improvements proposed will provide connectivity and roadway enhancements to those dead-end streets and improve
emergency response times and safety along the corridor.
The Golden Gate Main Canal divides the existing two-lane rural roadway approximately one mile north of the intersection of
16th Street NE and Golden Gate Boulevard West. The southern portion of the roadway from Golden Gate Boulevard West to
the canal and from the canal to 10th Avenue NE consists of two, 9-ft travel lanes, narrow unpaved shoulders, and roadside
ditches on both sides. The northern segment of 16th Street NE from 10th Street NE to Randall Boulevard consists of two, 11-ft
travel lanes and 1-ft paved shoulders with pavement markings. There are no sidewalks or bike lanes on either side of the
existing roadway.
A PD&E Study entitled “Golden Gate Estates Bridge Crossings” was completed for this site in September 2016. The proposed
roadway improvements for this project consist of adding a new bridge, providing additional lane width and shoulders by
widening to the west of the existing roadway. The widening will provide 11-foot travel lanes with 6-foot shoulders (4-foot
paved plus 2-foot unpaved) along the entire length of the project. A 6-foot sidewalk will be constructed to the west of the
roadway.
The typical section of the proposed bridge consists of two, 12-foot travel lanes, 6-foot shoulders on each side, and a 6-foot
sidewalk on the west side of the bridge. The proposed bridge width and length is 44 feet 7.5 inches and 142 feet, respectively.
The final design shall confirm or modify these parameters for the bridge.
The project will add a new signal system at 16th Street NE and Randall Boulevard. The CONSULTANT shall include a traffic
signal warrant study at the intersections with Randall Boulevard for COUNTY approval prior to the 30% plan submittal.
2.1 Project General and Roadway (Activities 3, 4, and 5)
Public Involvement: See Public Involvement Scope, Section 3.1
Other Agency Presentations/Meetings: See Public Involvement Scope, Section 3.1
Joint Participation Agreements: N/A.
Local Agency Program Agreement: A Local Agency Program (LAP) Agreement is a contractual agreement between a LAP
certified Local Agency and the Florida Department of Transportation for Federal-Aid transportation projects. This project is
funded for both Construction and Construction Engineering and Inspection (CEI). The FDOT will issue a Notice to Proceed
(NTP) before the contract is executed between the COUNTY and the CONSULTANT. The COUNTY in partnership with the
FDOT will prepare and execute the LAP agreements prior to the notification for the start of the construction phase (estimated
FDOT fiscal year FY23/24). The CONSULTANT shall prepare the LAP Construction Checklist Form before the project is let
to bid.
Specification Package Preparation: See Specifications Package Preparation, Section 3.3
Value Engineering: Value Engineering/Independent Peer Review services will be conducted by an independent
CONSULTANT for this project. Please review Section 3.5 for details.
Plan Type: Plan/Profile. The CONSULTANT shall provide all plans and details necessary for construction of the project
described herein. The CONSULTANT is expected to follow all design criteria and processes provided in November 2020 LAP
Manual, Chapter 20, and the latest version of the FDOT Manual of Uniform Minimum Standards for Design, Construction and
Maintenance (commonly known as the Florida Greenbook). Additional criteria from the Construction Standards Handbook for
Work Within the Public Right-of-way Collier COUNTY, Florida, and the Collier COUNTY Urban Land Development Code
(CCULDC) should also be utilized. The 2021 FDOT Design Manual (FDM) criteria as well as the National Association of City
Transportation Officials (NACTO) Urban Bikeway Design Guide should be considered for best practice. Deviations from the
criteria and processes provided in the FDM must be approved by the COUNTY in writing.
Typical Section: The CONSULTANT shall develop and submit a signed and sealed Typical Section Package. The at-grade
intersection improvement design will be based on the preferred improvements shown in the 2016 PD&E Study referred as
“Golden Gate Estates Bridge Crossings”.
Pavement Design: The CONSULTANT shall provide all pavement designs required for the project. The CONSULTANT shall
submit a signed and sealed Pavement Design Package before the 30% plan submittal for COUNTY approval.
Pavement Type Selection Report(s): N/A.
Cross Slope: As needed. The CONSULTANT shall evaluate any necessary modifications to cross slopes of existing pavement
to be retained as part of this project.
Access Management Classification: To be coordinated with the COUNTY as required.
Transit Route Features: N/A
Major Intersections/Interchanges: 16th Street NE and Randall Boulevard, 16th Street NE and Vanderbilt Beach Road and, 16th
Street NE and Golden Gate Boulevard West.
Roadway Alternative Analysis: N/A.
Level of TTCP: The CONSULTANT shall provide Temporary Traffic Control Plans as required. Appropriate maintenance of
traffic during construction is critical to the public, local businesses, and emergency services. The CONSULTANT shall develop
maintenance of traffic plans that limit impacts to the public while minimizing the cost and duration of construction.
Temporary Lighting: The CONSULTANT is responsible for any temporary lighting designs necessary for the project.
Temporary Signals: The CONSULTANT is responsible for any temporary signals designs necessary for the project.
Temporary Drainage: The CONSULTANT is responsible for any temporary drainage designs necessary for the project.
Design Variations/Exceptions: The CONSULTANT is responsible for confirming with SFWMD any applicable variances for
vertical bridge clearance criteria for Golden Gate Estates
Back of Sidewalk Profiles: As required
Selective Clearing and Grubbing: approximately 15 acres
Landscaping: N/A
2.2 Drainage (Activities 6a and 6b)
System Type: As required. The storm water systems shall be designed to meet the permitting requirements of all applicable
permitting agencies. The storm water system designs shall consider best management practices, open system, closed system,
lateral ditches, exfiltration, etc., or a combination thereof, within or outside the existing right-of-way.
The CONSULTANT shall develop all hydraulic requirements, designs and Construction Contract Documents for all
hydraulic features, such as but not limited to all storm water conveyance, storage and treatment facilities, required for the
project.
All existing drainage structures and features shall be shown on the construction plans and should be inspected for scour, erosion,
structural integrity and accumulation of sediments as necessary. Treatments should be coordinated with the COUNTY’s Project
Manager before being added to the Construction Contract Documents.
2.3 Utilities Coordination (Activity 7)
The CONSULTANT is responsible to certify that all necessary arrangements for utility work on this project have been made
and will not conflict with the physical construction schedule. The CONSULTANT should coordinate with COUNTY
personnel to coordinate transmittals to Utility Companies and meet production schedules.
The CONSULTANT shall ensure FDOT, and COUNTY standards, policies, procedures, practices, and design criteria are
followed concerning utility coordination.
The CONSULTANT may employ more than one individual or utility engineering CONSULTANT to provide utility
coordination and engineering design expertise. The CONSULTANT shall identify a dedicated person responsible for
managing all utility coordination activities. This person shall be contractually referred to as the Utility Coordination Manager
and shall be identified in the CONSULTANT proposal. The Utility Coordination Manager shall be required to satisfactorily
demonstrate to the COUNTY’s Project Manager that they have the following knowledge, skills, and expertise:
A minimum of 4 years of experience performing utility coordination in accordance with FDOT, Federal Highway
Administration (FHWA), and American Association of State Highway and Transportation Officials (AASHTO) standards,
policies, and procedures.
A thorough knowledge of the FDOT plans production process and District utility coordination process.
A thorough knowledge of FDOT agreements, standards, policies, and procedures.
The Utility Coordination Manager shall be responsible for managing all utility coordination, including the following:
Assuring that Utility Coordination and accommodation is in accordance to the FDOT, FHWA, and AASHTO standards,
policies, procedures, and design criteria.
Assisting the engineer of record in identifying all existing utilities and coordinating any new installations. Assisting the Engineer
of Record with resolving utility conflicts.
Scheduling and performing utility coordination meetings, keeping and distribution of minutes/action items of all utility
meetings, and ensuring expedient follow-up on all unresolved issues.
Distributing all plans, conflict matrixes and changes to affected utility owners and making sure this information is properly
coordinated and documented.
Identifying and coordinating the completion of any COUNTY or utility owner agreement that is required for reimbursement,
or accommodation of the utility facilities associated with the project.
Review and certify to the COUNTY Project Manager that all Utility Work Schedules are correct and in accordance with the
COUNTY’s standards, policies, and procedures.
Prepare, review and process all utility related reimbursable paperwork inclusive of betterment and salvage determination.
The CONSULTANT’s utility coordination work shall be performed and directed by the Utility Coordination Manager that was
identified and approved by COUNTY’s Project Manager. Any proposed change of the approved Utility Coordination Manager
shall be subject to review and approval by COUNTY’s Project Manager prior to any change being made in this contract.
Anticipated utilities include:
• City of Naples- Water
• Comcast
• Orange Tree Utility
• Florida Power and Light
• CenturyLink/Lumen
• Summit Broadband, Inc.
• TECO Peoples Gas
• Collier COUNTY IT
• Collier COUNTY Utilities
• Collier COUNTY Traffic Operations
2.4 Environmental Permits and Environmental Clearances (Activity 8)
The CONSULTANT shall coordinate with all appropriate regulatory agencies to obtain all necessary permits, which may
include but not limited to:
• Environmental Resource Permit (SFWMD)
• National Discharge Pollutant Elimination System General Permit (FDEP)
• FDEP Section 404 Permit
The CONSULTANT is responsible for the identifying and applying for all necessary permits for the project.
The CONSULTANT is responsible for all permit coordination and revisions necessary to obtain the required permits.
The CONSULTANT shall obtain COUNTY review of the plans and application before submitting to the permitting agencies
and assist the COUNTY in developing the permitting strategy for the project.
All application and processing fees associated with permitting activities shall be paid for by the COUNTY directly to each
applicable agency.
The COUNTY will direct use of mitigation banks as required.
2.5 Structures (Activities 9 – 18)
Bridge: The CONSULTANT shall provide all necessary design services, obtain new bridge number from the FDOT and deliver
construction documents for the new bridge defined below with a new structure. The length of the new structure is dependent
on-site constraints, the requirements defined herein and the requirements to be established by the permitting agencies.
Bridge Number: TBD
Please see section 2.1 for typical section requirements
Type of Bridge Structure Work:
BRIDGE TYPE STUDY
Temporary Bridge - NA
Short Span Concrete- As applicable
Medium Span Concrete - As applicable
Retaining Walls: The CONSULTANT shall provide all design services and deliver construction documents for any temporary
and/or permanent retaining walls required for the project.
Noise Barrier Walls: (N/A)
Miscellaneous: The CONSULTANT shall provide all design services and deliver construction documents for any
miscellaneous structures required for the project.
2.6 Signing and Pavement Markings (Activities 19 & 20)
The CONSULTANT shall provide all design services and deliver construction documents for all signing and pavement
markings required for the project. The CONSULTANT shall coordinate with COUNTY’s Traffic Operations Section to
maintain integrity of COUNTY’s sign asset database. The CONSULTANT shall include the following notes in the contract
documents, “Contractor to follow Traffic Operations Signing and Pavement Markings special provision details which include
using a 2.5” x 2.5” galvanized metal square tubular signpost.”
2.7 Signalization (Activities 21 & 22)
This Scope of Services includes (after warrant is established) the design of signals within the footprint of the intersection of
Randall Boulevard at 16th Street NE.
Intersections:
Existing Signalized Intersection: None
Proposed Signalized Intersection: Randall Blvd. and 16th St NE.
A signal warrant study at the intersection of Randall Blvd and 16th St NE will need to be completed.
Traffic Data Collection: The CONSULTANT shall coordinate with the COUNTY’s Transportation Planning and Traffic
Operations sections to see if required traffic data is available.
Traffic Studies: The CONSULTANT shall complete a traffic study at the intersection of Randall Blvd. and 16th Street NE.
Count Stations: TBD.
Traffic Monitoring Sites: TBD
2.8 Lighting (Activities 23 & 24)
The CONSULTANT shall evaluate the need for lighting at the intersections of 16th Street NE and Randall Blvd, and at Golden
Gate Blvd.
2.9 Landscape (Activities 25 & 26) – N/A
Outdoor Advertising: N/A
2.10 Survey (Activity 27)
Design Survey: The CONSULTANT shall provide all survey services necessary for the project. It is anticipated this will include
a detailed topographic and control survey for 16th Street NE from Randall Blvd. south to Golden Gate Blvd. West including all
access points in between, within Collier COUNTY existing ROW. The existing right-of-way width is approximately 100 feet,
and the topographic survey performed within these limits shall extend 50 feet to the west and east of these boundaries. In
addition, at the minor intersecting streets, the limits of survey shall extend approximately 200 feet on either side of the centerline
of the 16th Street NE right of way. At the Golden Gate Canal, the survey limits shall be a minimum of 200 feet wide (south to
north) and will extend 1100 feet (east and west) up/down station from the centerline of the canal right-of-way.
Subsurface Utility Exploration: The CONSULTANT is responsible for designating all utilities within the project limits. If
applicable, Subsurface Utility Engineering (SUE) per the American Society of Civil Engineers accepted guidelines for the
collection and depiction of existing subsurface utility data using Quality Level “A” at any proposed mast arm foundations in an
area two (2) times the proposed drilled shaft diameter prior to the final design.
Right of Way Survey: The CONSULTANT is responsible for all Right of Way Surveys and defining all official County
maintained right of ways necessary for the project.
Pond Site and Floodplain Compensation Area: - (Pond Site is not proposed for this project)
Prepare a topographical survey for the proposed floodplain compensation area and outfall to the proposed pond. Spot elevations
will be collected on a 50’ +/- grid.
Vegetation Survey: Mature trees and palms within the construction limits shall be identified on the design plans.
Bathymetric Survey: Provide bathymetric survey along Golden Gate Canal. Bathymetric survey shall be performed in
conformance with South Florida Water Management District (SFWMD).
2.11 Photogrammetry (Activity 28)
In accordance with FDOT Photogrammetry Handbook and adequate coverage to provide data as defined below in Section 2.12
Mapping.
2.12 Mapping (Activity 29)
Control Survey Map: The CONSULTANT is responsible for all Control Survey Maps necessary for the project.
Right of Way Map: The CONSULTANT is responsible for all Right of Way Maps and Technical Memorandums for right of
way acquisitions, including condemnation, necessary for the project.
Legal Descriptions: The CONSULTANT is responsible for all Legal Descriptions and sketches necessary for the project.
Maintenance Map: As required.
Miscellaneous Items: As required.
2.13 Terrestrial Mobile LiDAR (Activity 30) – NA.
2.14 Architecture (Activity 31) -NA.
2.15 Noise Barriers (Activity 32) – N/A (See PD&E Study)
2.16 Intelligent Transportation Systems (Activities 33 & 34) - As required.
2.17 Geotechnical (Activity 35)
The CONSULTANT shall be responsible for all necessary geotechnical activities associated with/required for this project.
Types of borings anticipated include for roadway, structures, storm pipe, lighting, and signals.
2.18 3D Modeling (Activity 36) – NA
2.19 Project Schedule
The anticipated design schedule for the project is 590 calendar days from the date of Notice to Proceed (NTP). The targeted
total contract schedule is 1200 calendar days from the issuance of the NTP. This will consist of a design phase (590 days), a bid
phase (180 days) and a post design phase (430 days). A separate NTP will be issued for the post design services phase.
Within ten (10) days after the NTP is issued, and prior to the CONSULTANT beginning work, the CONSULTANT shall
provide a detailed project activity/event schedule in Microsoft Project for COUNTY and CONSULTANT to meet the
completion date for design.
The schedule shall indicate each milestone activity/event that is included in the scope of work and at a minimum, submission
dates for 30% plans, 60% plans, 90% plans, Final plan, and SFWMD submittal packages. The schedule shall allow for a
minimum of 30 calendar days for FDOT/COUNTY reviews of the 30% plans, 60% plans, 90% plans and Final plans.
All fees and price proposals are to be based on a contract schedule of 1200 calendar days for final construction contract
documents and post design services. In no event shall the contract deadline exceed 1200 calendar days from the date of initial
Notice to Proceed.
A constructability review will be conducted by the COUNTY between the 60% and 90% plan submittals. The Bid Plans shall
not be submitted prior to obtaining a notice of intent to permit from the governing permitting agencies, which may include
FDEP, USACE, and SFWMD.
Periodically, throughout the life of the contract, the project schedule shall be reviewed and, with the approval of the COUNTY,
adjusted as necessary to incorporate changes in the Scope of Services and progress to date. The approved schedule and schedule
status report, along with progress, shall be submitted with the monthly progress report and invoice.
2.20 Submittals
The CONSULTANT shall furnish construction contract documents as required by the COUNTY to adequately control,
coordinate, and approve the work concepts. At each submittal phase, the CONSULTANT shall provide all sheets pertaining to
the roadway design, and those of the other component plans in strict conformance to the FDOT Design Manual sequence of
plans preparation. Partial phase deliverables will not be accepted. To expedite the design reviews, the COUNTY prefers to use
the Bluebeam Revu Studio software platform. The CONSULTANT shall set up studio project collaboration sessions in
Bluebeam at each phase submittal, if the CONSULTANT is accustomed to and uses this platform. The CONSULTANT shall
manage the marked-up documents so that comments can be tracked and are easily organized for hard copy print outs.
The comment and review process for all deliverables for this Contract shall utilize Bluebeam Studio Sessions. The
CONSULTANT shall be responsible to setup Bluebeam Session for soliciting COUNTY’s comments on each submittal. The
CONSULTANT’s Bluebeam setup shall include comment tracking and response mechanism. The CONSULTANT shall
provide session access to COUNTY’s staff (and other independent CONSULTANT’s) as identified by COUNTY’s Project
Manager. The CONSULTANT shall provide response to each comment until comment is identified marked with a “CLOSED”
status by the Reviewer. The CONSULTANT shall maintain copies of all Session files and submit to COUNTY as
supplementary files to the Final Deliverable. Use of Bluebeam Sessions for submittal reviews (including setup, upload and
maintain comment records) is considered as part of the design approval process; subsequently no separate payment shall be
made for Bluebeam Sessions.
If the CONSULTANT does not have the use of Bluebeam, a File Transfer server should be used to submit deliverables in
Adobe PDF format.
All submitted documents shall be digitally signed and sealed in accordance with applicable Florida Statutes.
All documents shall be developed and submitted in accordance with the latest edition of the Florida Greenbook unless otherwise
directed by the COUNTY in writing.
Each submittal shall include one (1) digital copy of all documents required for the submittal as defined herein. Method of
delivery must be preapproved by the COUNTY.
In addition to the delivery of the files produced during the course of project development, the COUNTY requires the inclusion
of Engineering Data files (prepared by or for the CONSULTANT) for critical geometrics in the design. These can include the
alignments, profiles, cross sections, surfaces, etcetera necessary to create the corridor model(s). Critical roadway geometric
items, such as the centerlines and profiles of the proposed mainline, side streets, special ditches, and utilities, must be included.
These Engineering Data files are considered “Project Documents” as defined in the contract and shall be provided when
requested by the COUNTY.
Drawings files shall be provided in most current versions of a fully functional MicroStation V8i (.dgn) or AutoCAD 2019(.dwg)
or later software format, and also plotted or scanned to an Adobe Acrobat (.pdf) format in individual sheets. Specifications shall
be provided in Microsoft Word 2003 or later. The CONSULTANT shall use the most current FDOT CADD Manual to produce
engineering plans preparation. The CADD Manual addresses the requirements to utilize Computer Aided Design and Drafting
(CADD) for production and delivery of digital project data.
2.21 Provisions for Work
All work shall be prepared with English units in accordance with the latest editions of standards and requirements utilized by
the COUNTY which include, but are not limited to, publications such as:
General
o Title 29, Part 1910, Standard 1910.1001, Code of Federal Regulations (29 C.F.R. 1910.1001) – Asbestos
Standard for Industry, U.S. Occupational Safety and Health Administration (OSHA)
o 29 C.F.R. 1926.1101 – Asbestos Standard for Construction, OSHA
o 40 C.F.R. 61, Subpart M - National Emission Standard for Hazardous Air Pollutants (NESHAP),
Environmental Protection Agency (EPA)
o 40 C.F.R. 763, Subpart E – Asbestos-Containing Materials in Schools, EPA
o 40 C.F.R. 763, Subpart G – Asbestos Worker Protection, EPA
o Americans with Disabilities Act (ADA) Standards for Accessible Design
o AASHTO – A Policy on Design Standards Interstate System
o AASHTO – Roadside Design Guide
o AASHTO – Roadway Lighting Design Guide
o AASHTO – A Policy for Geometric Design of Highways and Streets
o AASHTO – Highway Safety Manual
o Rule Chapter 5J-17, Florida Administrative Code (F.A.C.), Standards of Practice for Professional Surveyors
and Mappers
o Chapter 469, Florida Statutes (F.S.) – Asbestos Abatement
o Rule Chapter 62-257, F.A.C., Asbestos Program
o Rule Chapter 62-302, F.A.C., Surface Water Quality Standards
o Code of Federal Regulations (C.F.R.)
o Florida Administrative Codes (F.A.C.)
o Chapters 20, 120, 215, 455, Florida Statutes (F.S.) – Florida COUNTY of Business & Professional
Regulations Rules
o Florida COUNTY of Environmental Protection Rules
o FDOT Basis of Estimates Manual
o FDOT Computer Aided Design and Drafting (CADD) Manual
o FDOT Standard Plans
o FDOT Flexible Pavement Design Manual
o FDOT - Florida Roundabout Guide
o FDOT Handbook for Preparation of Specifications Package
o FDOT Standard Plans Instructions
o FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and
Highways (“Florida Greenbook”)
o FDOT Materials Manual
o FDOT Pavement Type Selection Manual
o FDOT Design Manual
o FDOT Procedures and Policies
o FDOT Procurement Procedure 001-375-030, Compensation for CONSULTANT Travel Time on
Professional Services Agreements
o FDOT Project Development and Environment Manual
o FDOT Project Traffic Forecasting Handbook
o FDOT Public Involvement Handbook
o FDOT Rigid Pavement Design Manual
o FDOT Standard Specifications for Road and Bridge Construction
o FDOT Utility Accommodation Manual
o Manual on Speed Zoning for Highways, Roads, and Streets in Florida
o Federal Highway Administration (FHWA) - Manual on Uniform Traffic Control Devices (MUTCD)
o FHWA – National Cooperative Highway Research Program (NCHRP) Report 672, Roundabouts: An
Informational Guide
o FHWA Roadway Construction Noise Model (RCNM) and Guideline Handbook
o Florida Fish and Wildlife Conservation Commission - Standard Manatee Construction Conditions 2005
o Florida Statutes (F.S.)
o Florida’s Level of Service Standards and Guidelines Manual for Planning
o Model Guide Specifications – Asbestos Abatement and Management in Buildings, National Institute for
Building Sciences (NIBS)
o Quality Assurance Guidelines
o Safety Standards
o Any special instructions from the COUNTY
Roadway
o FDOT – Florida Intersection Design Guide
o FDOT - Project Traffic Forecasting Handbook
o FDOT - Quality/Level of Service Handbook
o Florida’s Level of Service Standards and Highway Capacity Analysis for the SHS
o Transportation Research Board (TRB) - Highway Capacity Manual
Permits
o Chapter 373, F.S. – Water Resources
o US Fish and Wildlife Service Endangered Species Programs
o Florida Fish and Wildlife Conservation Commission Protected Wildlife Permits
o Bridge Permit Application Guide, COMDTPUB P16591.3C
o Building Permit
Drainage
o FDOT Bridge Hydraulics Handbook
o FDOT Culvert Handbook
o FDOT Drainage Manual
o FDOT Erosion and Sediment Control Manual
o FDOT Exfiltration Handbook
o FDOT Hydrology Handbook
o FDOT Open Channel Handbook
o FDOT Optional Pipe Materials Handbook
o FDOT Storm Drain Handbook
o FDOT Stormwater Management Facility Handbook
o FDOT Temporary Drainage Handbook
o FDOT Drainage Connection Permit Handbook
o FDOT Bridge Scour Manual
Survey and Mapping
o All applicable Florida Statutes and Administrative Codes
o Applicable Rules, Guidelines Codes and authorities of other Municipal, COUNTY, State and Federal
Agencies.
o FDOT Aerial Surveying Standards for Transportation Projects Topic 550-020-002
o FDOT Right of Way Mapping Handbook
o FDOT Surveying Procedure Topic 550-030-101
o Florida COUNTY of Transportation Right of Way Procedures Manual
o Florida COUNTY of Transportation Surveying Handbook
o Right of Way Mapping Procedure 550-030-015
Traffic Engineering and Operations and ITS
o AASHTO - An Information Guide for Highway Lighting
o AASHTO - Guide for Development of Bicycle Facilities
o FHWA Standard Highway Signs Manual
o FDOT Manual on Uniform Traffic Studies (MUTS)
o FDOT Median Handbook
o FDOT Traffic Engineering Manual
o National Electric Safety Code
o National Electrical Code
Florida’s Turnpike Enterprise
o Florida’s Turnpike Plans Preparation and Practices Handbook (TPPPH)
o Florida’s Turnpike Lane Closure Policy
o Florida’s Turnpike Drainage Manual Supplement
o Rigid Pavement Design Guide for Toll Locations with Electronic Toll Collection
o Flexible Pavement Design Guide for Toll Locations with Electronic Toll Collection
o Florida’s Turnpike General Tolling Requirements (GTR)
o Additional Florida’s Turnpike Enterprise standards, guides, and policies for design and construction can be
found on the FTE Design Website: http://design.floridasturnpike.com
Traffic Monitoring
o American Institute of Steel Construction (AISC) Manual of Steel Construction, referred to as “AISC
Specifications”
o American National Standards Institute (ANSI) RP-8-00 Recommended Practice for Roadway Lighting
o AASHTO AWS D1.1/ANSI Structural Welding Code – Steel
o AASHTO D1.5/AWS D1.5 Bridge Welding Code
o FHWA Traffic Detector Handbook
o FDOT General Interest Roadway Data Procedure
o FHWA Traffic Monitoring Guide
o FDOT’s Traffic/Polling Equipment Procedures
Structures
o AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications and Interims
o AASHTO LRFD Movable Highway Bridge Design Specifications and Interims
o AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic
Signals, and Interims.
o AASHTO/-AWS-D1. 5M/D1.5: An American National Standard Bridge Welding Code
o AASHTO Guide Specifications for Structural Design of Sound Barriers
o AASHTO Manual for Condition Evaluation and Load and Resistance Factor Rating (LRFR) of Highway
Bridges
o FDOT Bridge Load Rating Manual
o FDOT Structures Manual
o FDOT Structures Design Bulletins (available on FDOT Structures web site only)
Geotechnical
o FHWA Checklist and Guidelines for Review of Geotechnical Reports and Preliminary Specifications
o Manual of Florida Sampling and Testing Methods
o Soils and Foundation Handbook
Landscape Architecture
o Florida COUNTY of Agriculture and Consumer Services Grades and Standards for Nursery Plants
Architectural
o Building Codes
o Florida Building Code:
Building
Fuel Gas
Mechanical
Plumbing
Existing Building
o Florida Accessibility Code for Building Construction
o Rule Chapter 60D, F.A.C., Division of Building Construction
o Chapter 553, F.S. – Building Construction Standards
o ANSI A117.1 2003 Accessible and Usable Building and Facilities
o Titles II and III, Americans With Disabilities Act (ADA), Public Law 101-336; and the ADA Accessibility
Guidelines (ADAAG)
Architectural – Fire Codes and Rules
o National Fire Protection Association (NFPA) - Life Safety Code
o NFPA 70 - National Electrical Code
o NFPA 101 - Life Safety Code
o NFPA 10 - Standard for Portable Fire Extinguishers
o NFPA 11 - Standard for Low-Expansion Foam Systems
o NFPA 11A - Standard for High- and Medium-Expansion Foam Systems
o NFPA 12 - Standard for Carbon Dioxide Extinguishing Systems
o NFPA 13 - Installation of Sprinkler Systems
o NFPA 30 - Flammable and Combustible Liquids Code
o NFPA 54 - National Gas Fuel Code
o NFPA 58 - LP-Gas Code
o Florida Fire Prevention Code as adopted by the State Fire Marshal –
Consult with the Florida State Fire Marshal’s office for other frequently used codes.
Architectural – Extinguishing Systems
o NFPA 10 - Fire Extinguishers
o NFPA 13 - Sprinkler
o NFPA 14 - Standpipe and Hose System
o NFPA 17 - Dry Chemical
o NFPA 20 - Centrifugal Fire Pump
o NFPA 24 - Private Fire Service Mains
o NFPA 200 - Standard on Clean Agent Fire Extinguishing Systems
Architectural – Detection and Fire Alarm Systems
o NFPA 70 - Electrical Code
o NFPA 72 - Standard for the Installation, Maintenance and Use of Local Protective Signaling Systems
o NFPA 72E - Automatic Fire Detectors
o NFPA 72G - Installation, Maintenance, and Use of Notification Appliances
o NFPA 72H -Testing Procedures for Remote Station and Proprietary Systems
o NFPA 74 - Household Fire Warning Equipment
o NFPA 75 - Protection of Electronic Computer Equipment
Architectural – Mechanical Systems
o NFPA 90A - Air Conditioning and Ventilating Systems
o NFPA 92A - Smoke Control Systems
o NFPA 96 - Removal of Smoke and Grease-Laden Vapors from Commercial Cooking Equipment
o NFPA 204M - Smoke and Heating Venting
Architectural – Miscellaneous Systems
o NFPA 45 - Laboratories Using Chemicals
o NFPA 80 - Fire Doors and Windows
o NFPA 88A - Parking Structures
o NFPA 105- Smoke and Draft-control Door Assemblies
o NFPA 110 - Emergency and Standby Power Systems
o NFPA 220 - Types of Building Construction
o NFPA 241 - Safeguard Construction, Alteration, and Operations
o Rule Chapter 69A-47, F.A.C., Uniform Fire Safety For Elevators
o Rule Chapter 69A-51, F.A.C., Boiler Safety
Architectural – Energy Conservation
o Rule Chapter 60D-4, F.A.C., Rules For Construction and Leasing of State Buildings To Insure Energy
Conservation
o Section 255.255, F.S., Life-Cycle Costs
Architectural – Elevators
o Rule Chapter 61C-5, F.A.C., Florida Elevator Safety Code
o ASME A-17.1, Safety Code for Elevators and Escalators
o Architectural – Floodplain Management Criteria
o Section 255.25, F.S., Approval Required Prior to Construction or Lease of Buildings
o Rules of the Federal Emergency Management Agency (FEMA)
Architectural – Other
o Rule Chapter 64E-6, F.A.C., Standards for On Site Sewage Disposal Systems (Septic Tanks)
o Rule Chapter 62-600, F.A.C., Domestic Wastewater Facilities
o Rule Chapter 62-761, F.A.C., Underground Storage Tank Systems
o American Concrete Institute
o American Institute of Architects - Architect’s Handbook of Professional Practice
o American Society for Testing and Materials - ASTM Standards
o Brick Institute of America
o DMS - Standards for Design of State Facilities
o Florida Concrete Products Association
o FDOT – ADA/Accessibility Procedure
o FDOT – Building Code Compliance Procedure
o FDOT – Design Build Procurement and Administration
o LEED (Leadership in Energy and Environmental Design) Green Building Rating System
o National Concrete Masonry Association
o National Electrical Code
o Portland Cement Association - Concrete Masonry Handbook
o United State Green Building Council (USGBC)
2.22 Services to be Performed by the COUNTY when appropriate and /or available, the COUNTY will provide project data
including:
All certifications necessary for project letting.
All information that may come to the COUNTY pertaining to future improvements.
All future information that may come to the COUNTY during the term of the CONSULTANT’s Agreement,
which in the opinion of the COUNTY is necessary for the prosecution of the work.
Available traffic and planning data.
Engineering standards review services.
All available information in the possession of the COUNTY pertaining to utility companies whose facilities may
be affected by the proposed construction.
All future information that may come to the COUNTY pertaining to subdivision plans so that the
CONSULTANT may take advantage of additional areas that can be utilized as part of the existing right of way.
Previously constructed Highway Beautification or Landscape Construction Plans
Existing right of way maps (if available)
PD&E Documents
Design Reports (if available)
Letters of authorization designating the CONSULTANT as an agent of the COUNTY in accordance with F.S.
337.274.
Phase reviews of plans and engineering documents.
Regarding Environmental Permitting Services:
Approved Permit Document when available.
Approval of all contacts with environmental agencies.
Payment for permitting and mitigation fees
General philosophies and guidelines of the COUNTY to be used in the fulfillment of this contract. Objectives,
constraints, budgetary limitations, and time constraints will be completely defined by the Project Manager.
Appropriate signatures on application forms.
3 PROJECT COMMON AND PROJECT GENERAL TASKS
Project Common Tasks
Project Common Tasks, as listed below, are work efforts that are applicable to many project activities, 4 (Roadway Analysis) through
36 (3D Modeling). These tasks are to be included in the project scope in each applicable activity when the described work is to be
performed by the CONSULTANT.
Project Research: The CONSULTANT shall perform research of existing PD&E Studies, DCA, PUD and DRI documents that
are applicable for developments adjacent to the project for commitments regarding Right-of-way, Stormwater Management,
Roadway Improvements, or any other commitments involving the interests of the COUNTY.
Cost Estimates: The CONSULTANT shall be responsible for producing an opinion of probable construction cost estimate and
reviewing and updating the cost estimate at project milestones – Phase I (30%), II (60%), III (90%), and IV (100% or final)
including the bid schedule.
The CONSULTANT shall be responsible for inputting the pay items and quantities into a Summary of Pay Items sheet with all
required Plans submittals as required.
Technical Special Provisions: The CONSULTANT shall provide Technical Special Provisions for all items of work not covered by
the FDOT Standard Specifications for Road and Bridge Construction (2021) and recurring special provisions. Standard
Specifications, recurring special provisions and supplemental specifications should not be modified unless absolutely necessary to
control project specific requirements.
The first nine sections of the FDOT standard specifications, recurring special provisions and supplemental specifications shall not
be modified without written approval of the COUNTY.
The Technical Special Provisions shall provide a description of work, materials, equipment and specific requirements, method of
measurement and basis of payment. These provisions shall be formatted on 8-1/2"x11" sheets when printed or copied.
Technical Special Provisions will be developed using Microsoft Word (.doc). Furnishing electronic copy in a format other than
Microsoft Word or Adobe Acrobat (.pdf) will not be accepted. If the COUNTY requests another format than specified herein, it
shall be considered additional service.
Field Reviews: Includes all trips required to obtain necessary data for all elements of the project identified in this scope of work.
Technical Meetings: The CONSULTANT shall attend all technical meetings necessary to execute the Scope of Services of this
contract. This includes meetings with COUNTY, FDOT and/or Agency staff, between disciplines and SUBCONSULTANTs,
such as access management meetings, pavement design meetings, local governments, railroads, airports, progress review meetings
(phase review), and miscellaneous meetings. The CONSULTANT shall prepare, and submit to the COUNTY’s Project Manager
for review, the meeting minutes for all meetings attended by them. The meeting minutes are due within five (5) working days of
attending the meeting.
Quality Assurance/Quality Control: The CONSULTANT shall be accountable for the professional quality, technical accuracy,
and quality of their work. CONSULTANT prepared surveys, construction plans and contract documents that contain errors or
omissions, and results in cost and time overruns on a construction project may result in a claim against the CONSULTANT
per F.S. 337.015 (3). The CONSULTANT shall, through all stages of design and project construction, without additional
compensation, correct all errors or deficiencies in the designs, maps, drawings, specifications and/or 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 maps, design drawings, specifications, and other documentation 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 shall be one specifically designed for this project.
The CONSULTANT shall submit a Quality Control Plan for approval within twenty (20) business days of the written Notice
to Proceed and it shall be signed by the CONSULTANT’s Project Manager and the CONSULTANT’s QC Manager. The
Quality Control Plan shall include the names of the CONSULTANT’s staff that will perform the quality control reviews. The
Quality Control reviewer shall be a Florida Licensed Professional Engineer fully prequalified under F.A.C. 14-75 in the work
type being reviewed. A marked up set of prints from a Quality Control Review indicating the reviewers for each component
(structures, roadway, drainage, signals, geotechnical, signing and marking, lighting, surveys, etc.) and a written resolution of
comments on a point-by-point basis will be required, if requested by the COUNTY, with each phase submittal. The responsible
Professional Engineer, Landscape Architect, or Professional Surveyor & Mapper that performed the Quality Control review
will sign a statement certifying that the review was conducted and found to meet required specifications.
Independent Peer Review: The COUNTY will furnish the Independent Peer Review tasks under a separate contract. The
CONSULTANT shall provide to the Independent Peer Reviewer access to all project plans and documents when requested. The
independent peer review does not relieve the CONSULTANT from the responsibility of their internal quality control process and
shall remain accountable for the professional quality and technical accuracy of their work product.
Independent Peer Review and a Constructability/Biddability Review for design Phase Plans document submittals are required on
this project. These separate reviews shall be completed by someone who has not worked on the plan component that is being
reviewed. These could include but are not limited to a separate office under the Prime’s umbrella, a SUBCONSULTANT that is
qualified in the work group being reviewed, or a CEI. It does not include persons who have knowledge of the day-to-day design
efforts. The Constructability/Biddability Review shall be performed by a person with experience working on COUNTY construction
projects (CEI, Contractor, etc.).
The Independent Peer Review for design Phase Plans submittals shall ensure the plans meet the FDM, the FDOT Manual of Uniform
Minimum Standards for Design, Construction and Maintenance for Streets and Highways (“Florida Greenbook”), Standard Plans
and FDOT CADD Manual. The Constructability/Biddability Review shall ensure the project can be constructed and paid for as
designed. Constructability/Biddability Reviews should be conducted prior to the 90% and Final submittals, using the FDOT Phase
Review Checklist (Guidance Document 1-1-A) from the Construction Project Administration Manual (CPAM) as a minimum
guideline. The CONSULTANT shall submit this checklist, as well as the “marked-up” set of plans during this review, and review
comments and comment responses from any previous Constructability/Biddability reviews. These items will be reviewed by
COUNTY’s Project Manager.
Supervision: The CONSULTANT shall supervise all technical design activities.
Coordination: The CONSULTANT shall coordinate with all disciplines of the project to produce a final set of construction
documents.
Project General Tasks
Project General Tasks, described in Sections 3.1 through 3.7 below, represent work efforts that are applicable to the project as a
whole and not to any one or more specific project activity. The work described in these tasks shall be performed by the
CONSULTANT when included in the project scope.
3.1 Public Involvement
The CONSULTANT shall prepare for and attend (2) public meetings, one after the 30% Phase and one after the 60% Phase
as directed by the COUNTY.
Public involvement includes communicating to all interested persons, groups, and government organizations information
regarding the development of the project. The CONSULTANT shall provide to the COUNTY drafts of all Public Involvement
documents (i.e., newsletters, property owner letters, advertisements, etc.) associated with the following tasks for review and
approval at least five (5) business days prior to printing and / or distribution.
Public need will heavily influence construction schedule, construction phasing and maintenance of traffic for the project defined
herein. The CONSULTANT shall develop coordinated project solutions that will maintain necessary public access during
construction.
The first public meeting will be scheduled after the 30% submittal. The goal of the public meeting will be to introduce the
design phase of the project including the initial proposed access management plan to the public and receive feedback. The
second public meeting will be scheduled after the 60% submittal and may be a public workshop. The goal of the public meeting
will be to show all of the design components of the project to the public and receive feedback. The CONSULTANT shall
process the public information received, discuss the results and integrate the needs of the public into the project while being
mindful of economic feasibility and the needs of the project defined herein.
The CONSULTANT will be expected to develop and provide all necessary exhibits for the public meetings.
Collect Public Input – This activity occurs throughout the life of the project, requiring the CONSULTANT to maintain files,
newspaper clippings, letters, emails, and any record of direct contact before, during and after the Public Workshops. Input will
be gathered during the Public Workshops, or by other methods, such as personal contact, letters, surveys, visits, phone calls,
website comments in response to, or following said meeting.
Comments and Coordination Report – A comments and coordination report shall be prepared, containing documentation of the
public participation accomplished throughout the design period. This report should summarize and respond to the comments
received from the public involvement workshops, agency coordination, etc.
3.1.1 Public Involvement Plan
At the onset, the CONSULTANT will prepare a written Public Involvement Plan outlining each element of the project’s
public involvement strategy. The plan shall be updated and amended throughout the contract and indicate the basic public
involvement approach to be taken with the project. It will list the contact persons, media officials, and agencies as well as
the means that will be used to involve them in the process. The Public Involvement Plan shall include the creation and
maintenance of a project specific website. The Public Involvement Plan will be submitted to the COUNTY for approval.
3.1.2 Notifications
Upon receipt of the COUNTY’s written approval of the Public Involvement Plan, letters shall be prepared and mailed by
the CONSULTANT to local government elected officials. The letters shall be consistent with the Public Involvement Plan,
introducing the CONSULTANT and informing officials of the project. Additional contacts shall be maintained throughout
the study process as designated in the Public Involvement Plan.
3.1.3 Preparing Mailing Lists
At the beginning of the project, The CONSULTANT shall identify all impacted property owners and tenants (within a
minimum of 300 feet of the project corridor) The CONSULTANT will develop and maintain a computerized database of
contacts, beginning with a list of those notified in the Kickoff Notification Process, Public officials, community service
organizations, environmental agencies, local and regional transportation officials, and special interest groups shall be
identified by the CONSULTANT as those individuals or groups to be affected by the project. The CONSULTANT shall
prepare a mailing list of all such entities and shall update the mailing list as needed during the life of the project.
3.1.4 Median Modification Letters (N/A)
The CONSULTANT shall prepare a median modification letter to be sent to property owners along the corridor. In addition,
the CONSULTANT shall prepare a sketch of each proposed median modification for inclusion in the letter. The letters will
be sent on COUNTY letterhead.
3.1.5 Driveway Modification Letters
The CONSULTANT shall prepare a driveway modification letter to be sent to property owners along the corridor. In
addition, the CONSULTANT shall prepare a sketch of each proposed driveway modification for inclusion in the letter. The
letters will be sent on COUNTY letterhead.
3.1.6 Newsletters
If requested by the COUNTY, the CONSULTANT shall prepare newsletters for distribution to elected officials, public
officials, property owners along the corridor and other interested parties. The letters will be sent by the CONSULTANT.
3.1.7 Renderings and Fly-Throughs
The CONSULTANT shall prepare renderings and fly-throughs for use in public meetings.
3.1.8 PowerPoint Presentations
If requested by the COUNTY, the CONSULTANT shall prepare PowerPoint presentations for use in public meetings.
3.1.9 Public Meeting Preparations
The CONSULTANT shall prepare the necessary materials for use in all public meetings. The COUNTY will investigate
potential meeting sites to advise the CONSULTANT on their suitability. The COUNTY will pay all costs for meeting site
rents and insurance.
3.1.10 Public Meeting Attendance and Follow-up
The CONSULTANT shall attend the public meeting, assist with meeting setup and take down. The CONSULTANT shall
also prepare a summary of the public meeting that includes all copies of all materials shown or provided at the public
meeting. The summary shall also include a listing of all written comments made during or after the meeting and responses
to those written comments.
The CONSULTANT will attend the meetings with an appropriate number of personnel to assist the COUNTY'S Project
Manager.
The CONSULTANT should anticipate two public information meetings during the design process. If a public hearing is
necessary, this will be considered Additional Services.
3.1.11 Other Agency Meetings
In addition to scheduled public meetings the CONSULTANT may be required to participate in meetings with local
governing authorities and/or Metropolitan Planning Organization (MPO). The CONSULTANT’s participation may include,
but not be limited to, presentations during the meeting, note taking, and summarizing the meeting in a memo to the file. It
is estimated for this project there will be two (2) meetings with local governing authorities and/or MPOs during the design.
3.1.12 Web Site
CONSULTANT will provide Public Involvement Graphics to COUNTY for the COUNTY Website.
3.2 Joint Project Agreements- N/A
3.3 Specifications Package Preparation
The CONSULTANT shall prepare and provide a specifications package for those specifications NOT considered FDOT
Standard Specifications. The CONSULTANT will obtain Lighting and Traffic Signal Specifications from the COUNTY’s
Traffic Operations website. The specifications package shall address all items and areas of work and include any Mandatory
Specifications, Modified Special Provisions, and Technical Special Provisions.
The specifications package must be submitted for review to the COUNTY’s Project Manager at least 30 days prior to the
90% plans submittal. This submittal does not require signing and sealing and shall be coordinated through the COUNTY’s
Project Manager. The CONSULTANT shall coordinate with the COUNTY on the submittal requirements, but at a
minimum shall consist of (1) the complete specifications package, (2) a copy of the marked-up workbook used to prepare
the package, and (3) a copy of the final project plans.
Final submittal of the specifications package must occur at least 10 working days prior to the Final/100% plan submittal.
This submittal shall be signed, dated, and sealed in accordance with applicable Florida Statutes.
3.4 Contract Maintenance and Project Documentation
Contract maintenance includes project management effort for complete setup and maintenance of files, electronic folders
and documents, developing technical monthly progress reports and schedule updates. Project documentation includes the
compilation and delivery of final documents, reports or calculations that support the development of the contract plans;
includes uploading files to an FTP server.
3.5 Value Engineering (Multi-Discipline Team) Review
The COUNTY may request a Value Engineering Review after the 30% Plans Submittal. At which time, the
CONSULTANT will prepare for and participate in a Value Engineering Review of the Plans.
3.6 Prime 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.
3.7 Plans Update
The effort needed for Plans Update services will vary from project to project, depending on size and complexity of the
project, as well as the duration of time spent "on the shelf".
Specific services will be negotiated as necessary as a contract amendment.
3.8 Post Design Services
Post Design Services are included in this contract and may include, but are not limited to, meetings, construction assistance
(responding to RFI’s), plans revisions, shop drawing review services, survey services, as-built drawings, permit construction
certification, and load ratings.
Post Design Services are not intended for instances of CONSULTANT errors and/or omissions.
All CONSULTANT contact with the Contractor shall be made through the COUNTY’S Construction Project Manager.
The CONSULTANT shall not contact the Contractor directly unless there is a possible immediate threat to public health
and/or safety. The COUNTY’S Construction Project Manager must be contacted immediately thereafter.
The COUNTY CEI is responsible for confirming that all quality control testing and requirements of the approved Quality
Control Plan have been executed and the results are satisfactory per the design requirements.
The CONSULTANT shall visit the construction site at key phases of the project to verify as-built conditions. This will
require the CONSULTANT to coordinate with the COUNTY’S Project Manager during construction and attend
construction meetings as required or requested by the COUNTY. The CONSULTANT shall meet with the COUNTY’S
Project Manager during the Quality Control submittal/review to establish the anticipated stages of construction.
The CONSULTANT must notify the COUNTY’S Project Manager of any design related issues as soon as possible.
It is important that all significant changes made during construction be documented by the CONTRACTOR in the final as-
built plans. The CONTRACTOR shall markup sheets requiring minor (non-engineering analysis) as-built changes and show
those changes on the Final Signed and Sealed As-Built Signature Sheet(s). Major changes resulting in issuance of revised
contract documents must also be included in the as-built package and recorded appropriately on the Final Signed and Sealed
As-built Signature Sheet(s).
CONSULTANT will provide electronic Plans to CONTRACTOR for preparation of As-Built Drawings by
CONTRACTOR. Any changes proposed by the Contractor must be signed and sealed by the Contractor’s EOR and
approved by the CONSULTANT. This may be a Cost Savings Initiative Proposal (CSIP) redesign or an original design of
certain components including Shop Drawings.
All original documents obtained by the CONSULTANT will be turned over to the COUNTY at the project’s close-out or
upon request by the COUNTY. All documents obtained for inclusion in the Final As-Built Documents Package must be
Quality Control reviewed by the CONSULTANT to ensure correctness and legibility. The CONSULTANT shall contact
the COUNTY if any deficiencies are identified.
The Final As-Built Documents Package Certification(s) must be digitally signed and sealed by the CEI CONSULTANT
Quality assurance material testing will be the responsibility of the CONTRACTOR.
3.9 Digital Delivery
The CONSULTANT shall deliver final contract plans and documents in digital format (PDF and CAD). The final contract
plans, and documents shall be digitally signed, and sealed files delivered to the COUNTY on acceptable electronic media,
as determined by the COUNTY. Deliverables shall be provided in both pdf and CADD formats.
3.10 Risk Management
The CONSULTANT shall identify potential risks associated with design and construction of the project. Risks may include
but not be limited to environmental conditions, public opposition, economic conditions, material costs, right of way costs,
utility involvement, permitting delays, loss of key personnel, etc. The CONSULTANT shall provide to the COUNTY a
Risk Management Plan following the procedures outlined in FDOT’s Project Management Handbook, Chapter 19, preceding
the development of 30% design plans.
3.11 Railroad, Transit and/or Airport Coordination – NA.
3.12 Landscape and Existing Vegetation Coordination – NA.
3.13 Transit Coordination
The CONSULTANT shall coordinate with the COUNTY’s Project Manager and Transit Coordinator to include any features
needed by the Collier Area Transit (CAT).
3.14 Other Project General Tasks
The CONSULTANT shall assist the COUNTY during the construction bidding phase of the project including, but not
limited to, attending the pre-bid meeting, addressing addendum, evaluating bids and bidders, and providing written letters
of recommendation.
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.
4.1 Typical Section Package
The CONSULTANT shall provide an approved Typical Section Package prior to the first plans submittal.
4.2 Pavement Type Selection Report- N/A.
4.3 Pavement Design Package
The CONSULTANT shall provide an approved Pavement Design Package at the 30% plan submittal. The COUNTY shall
approve the Pavement Design prior to proceeding with the 60% design.
4.4 Cross-Slope Correction-As needed.
The CONSULTANT shall investigate the existing pavement to be retained as part of the project and include in the design any
required correction of existing cross-slopes. Cross slope information will be collected at 100’ intervals. After the analysis of the
cross slopes a recommendation will be provided as part of the pavement report. The CONSULTANT will coordinate with
Collier COUNTY Maintenance to help identify any known locations which may be deficient.
4.5 Horizontal/Vertical Master Design Files
The CONSULTANT shall design the geometrics using the design standards that are most appropriate with proper consideration
given to the design traffic volumes, design speed, capacity and levels of service, functional classification, adjacent land use,
design consistency and driver expectancy, aesthetics, existing vegetation to be preserved, pedestrian and bicycle concerns, ADA
requirements, Safe Mobility For Life Program, access management, PD&E documents, and scope of work. The
CONSULTANT shall also develop utility conflict information to be provided to the project Utility Coordinator in the format
requested by the COUNTY.
4.6 Access Management
The CONSULTANT shall incorporate access management standards for the project in coordination with COUNTY staff. The
CONSULTANT shall review the FDOT PD&E Study for any access management recommendations. Signalized intersections
were not included in the PD&E study; therefore, the CONSULTANT shall anticipate a reevaluation of the PD&E and coordinate
with the FDOT in the reevaluation process.
4.7 Roundabout Evaluation -N/A.
4.8 Roundabout Final Design Analysis – N/A.
4.9 Cross Section Design Files
The CONSULTANT shall establish and develop cross section design files in accordance with the FDOT CADD manual. The
CONSULTANT shall Coordinate with all utility owners to obtain the location of subsurface facilities. Both existing locations
and proposed relocations of all utilities shall be shown on the cross sections.
4.10 Temporary Traffic Control Plan (TTCP) Analysis
The CONSULTANT shall design a safe and effective TTCP to move vehicular and pedestrian traffic during all phases of
construction. The design shall include construction phasing of roadways ingress and egress to existing property owners and
businesses, routing, signing and pavement markings, and detour quantity tabulations, roadway pavement, drainage
structures, ditches, front slopes, back slopes, drop offs within clear zone, transit stops, and traffic monitoring sites. Special
consideration shall be given to the construction of the drainage system when developing the construction phases. Positive
drainage must be maintained at all times. The design shall include construction phasing of roadways to accommodate the
construction or relocation of utilities when the contract includes Joint Project Agreements (JPAs). It is anticipated that the
plans will be Level II Traffic Control Plans.
The CONSULTANT shall investigate the need for temporary traffic signals, temporary highway lighting, detours,
diversions, lane shifts, and the use of materials such as sheet piling in the analysis. The Traffic Control Plan shall be prepared
by a certified designer who has completed training as required by the COUNTY. Before proceeding with the TTCP, the
CONSULTANT shall meet with the appropriate COUNTY 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 local impact of any lane closures or alternate routes. When the need to close a road
is identified during this analysis, the CONSULTANT shall notify the COUNTY's Project Manager as soon as possible.
Proposed road closings must be reviewed and approved by the COUNTY. Diligence shall be used to minimize negative
impacts by appropriate specifications, recommendations or plans development. Local impacts to consider will be local
events, holidays, peak seasons, detour route deterioration and other eventualities. CONSULTANT shall be responsible to
obtain local authorities’ permission for use of detour routes not on state highways.
4.11 Master TTCP Design Files
The CONSULTANT shall develop master TTCP files showing each phase of the TTCP. This includes all work necessary
for designing lane configurations, diversions, lane shifts, signing and pavement markings, temporary traffic control
devices, and temporary pedestrian ways.
4.12 Selective Clearing and Grubbing
a. Selective Clearing and Grubbing of Existing Vegetation Field Assessment
The CONSULTANT shall review information from the COUNTY and conduct a project field assessment(s) of existing
vegetation by a certified Arborist. At least one field assessment visit is to be attended by the COUNTY’S Project Manager.
The Result of the Field Assessments(s) will determine the course of action for Selective Clearing and Grubbing and the
extent of the Vegetation Survey under Task 2.10.
b. Selective Clearing and Grubbing Site Inventory Analysis of Existing Vegetation and Cross-Discipline Coordination
(OPTIONAL SERVICES)
The CONSULTANT shall coordinate with the COUNTY’S Public Utility, Stormwater, and Traffic Operation to ensure
that preservation of existing vegetation is coordinated between all disciplines. Coordinate with the COUNTY’S Project
Manager.
Based on the field assessment, the CONSULTANT may be required to do a site inventory analysis of existing vegetation,
opportunities for preservation and protection of existing vegetation, relocation options, and selective removal of nuisance
and/or non-nuisance vegetation. Coordinate with surveyor to have trees and vegetation tagged and surveyed, per tasks 27.28
or 27.29.
c. Selective Clearing and Grubbing- Existing Vegetation Maintenance Report
The CONSULTANT shall include in the plans’ instructions for the care and maintenance of the plant preservation areas,
and selective clearing and grubbing areas throughout the construction period. The CONSULTANT will coordinate with
the Collier COUNTY Landscape Architect to ensure that the intent of the plant preservation areas is in alignment with future
highway landscape plans. The CONSULTANT should be knowledgeable in arboricultural practices to the extent that they
are able to deliver detailed and informed Selective Clearing and Grubbing Plans.
4.13 Tree Disposition Plans
CONSULTANT will prepare a Tree Disposition Plan outlining the requirements for the relocation and protection of trees
located within the project boundaries. Will utilize the information collected from the Vegetation Survey and information
collected under task 4.12 for Selective Clearing and Grubbing.
4.14 Design Variations and Exceptions
The CONSULTANT shall prepare the documentation necessary to gain COUNTY and FDOT approval of all appropriate
Design Variations and/or Design Exceptions before the first submittal.
4.15 Design Report
The CONSULTANT shall prepare all applicable report(s) as listed in the Project Description section of this scope.
The CONSULTANT shall submit to the COUNTY design notes, data, and calculations to document the design conclusions
reached during the development of the contract plans.
The design notes, data, and computations shall be recorded on size 8½"x11" sheets, fully titled, numbered, dated, indexed
and signed by the designer and the checker. Computer output forms and other oversized sheets shall be folded to 8½"x11"
size. The data shall be in a hardback folder for submittal to the COUNTY. Digital copies of all paper submittals above shall
be provided in pdf or Microsoft Word format.
4.16 Quantities
The CONSULTANT shall develop accurate quantities and the supporting documentation, including construction days when
required.
4.17 Cost Estimate
The CONSULTANT shall provide the Engineer's Estimate of Probable Cost at each submittal phase. The Engineer's
Estimate of Probable Cost shall be updated and adjusted at each submittal to be maintained up to and including final bid
documents submittal.
4.18 Technical Special Provisions and Modified Special Provisions
The CONSULTANT shall provide Technical Special Provisions for all items of work not covered by the FDOT Standard
Specifications for Road and Bridge Construction and recurring special provisions. Standard Specifications, recurring special
provisions and supplemental specifications should not be modified unless necessary to control project specific requirements.
All modifications to other sections must be justified to the COUNTY to be included in the project's specifications package
as Technical Special Provisions.
The Technical Special Provisions shall provide a description of work, materials, equipment and specific requirements,
method of measurement and basis of payment. These provisions shall be submitted electronically (PDF’s).
4.19 Other Roadway Analyses
This scope item is considered an Additional/Optional Service if requested by the COUNTY. Fees for this item are not
included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and
fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates
established in the contract shall be utilized for fee determination.
4.20 Field Reviews
Field reviews will be conducted upon completion of COUNTY and Independent Peer Reviewer reviews of plans submitted
by the CONSULTANT for each submittal period. The anticipated format for these meetings will be an in-office review of
COUNTY comments in the morning and may be followed by an afternoon field visit if there are areas of concern at the
project site. This item also includes all trips required to obtain necessary data for all elements of the roadway analysis
identified in this scope of work.
4.21 Monitor Existing Structures
The CONSULTANT shall perform field observations to visually identify existing structures within the project limits which
may require settlement, vibration or groundwater monitoring by the contractor during construction in accordance with FDM
Chapter 307.
The CONSULTANT shall coordinate with and assist the geotechnical engineer and/or structural engineer to identify those
structures and develop mitigation strategies (when applicable).
The CONSULTANT shall identify the necessary pay items to be included in the bid documents to monitor existing
structures.
4.22 Technical Meetings
Includes meetings with the COUNTY or other Agency staff, between disciplines and CONSULTANTS, such as access
management meetings, pavement design meetings, progress review meetings (phase review), and miscellaneous meetings
necessary for all elements of the roadway analysis identified in this scope of work.
4.23 Quality Assurance/Quality Control
The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of all surveys,
designs, drawings, specifications and other services furnished by the CONSULTANT under this contract.
4.24 Independent Peer Review
Please see Section 3.0.
4.25 Supervision
Includes all efforts required to supervise all technical design activities.
4.26 Coordination
Includes all efforts to coordinate all elements of the roadway analysis to produce a final set of construction documents.
5 ROADWAY PLANS
The CONSULTANT shall prepare Roadway, Drainage, TTCP, Utility Adjustment Sheets, plan sheets, notes, and details as shown
in the FDM Summary of Phase Submittals Table 301.2.2. 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
5.2. Summary of Pay Items Including Quantity Input
5.3. Drainage Map Sheets
5.4. Typical Section Sheets
5.5. Typical Sections
5.6. Typical Section Details
5.7. General Notes/Pay Item Notes
5.8. Summary of Quantities Sheets
5.9. Summary of Drainage Structures Sheets
5.10. Optional Material Tabulation Sheet
5.11. Project Layout Sheets
5.12. Plan/Profile Sheet
5.13. Profile Sheet -N/A
5.14. Plan Sheet – N/A
5.15. 5.10 Special Profile
5.16. 5.11 Back-of-Sidewalk Profile Sheet
5.17. Interchange Layout Sheet – N/A
5.18. Ramp Terminal Details (Plan View) – N/A
5.19. Intersection Layout Details
5.20. Drainage Structure Sheets
5.21. Stormwater Facilities Sheets
5.22. Special Details
5.23. Cross-Section Pattern Sheets
5.24. Roadway Soil Survey Sheets
5.25. Cross Sections
5.26. Stormwater Pollution Prevention Plan Sheets
5.27. Temporary Traffic Control Plan Sheets
5.28. Temporary Traffic Control Cross Section Sheets
5.29. Temporary Traffic Control Detail Sheets
5.30. Utility Adjustment Sheets (SUE Data)
5.31. Selective Clearing and Grubbing Sheets
5.31.1.1. Selective Clearing and Grubbing
5.31.1.2. Selective Clearing and Grubbing Details
5.32. Tree Disposition Plan Sheets
5.32.1.1. Tree Disposition Plan Sheets
Tree Disposition Plan Sheets will be signed and sealed drawings showing the location and vertical/horizontal landscape
design of the vegetation to be relocated. The Tree Disposition Plans will be produced at the scale of the roadway
drawings or at a scale that best depicts the information. Interchange and details will be shown at no larger than a 1”
=50’ scale.
5.32.1.2. Tree Disposition Plan Tables and Schedules
5.33. Project Control Sheets
5.34. Environmental Detail Sheets – (if applicable)
Preparation of detail sheets for potential environmental issues such as, underground fuel tanks and monitoring wells,
septic tanks within the proposed right of way. All piping and pumps in association with the above referenced issues
shall also be located and identified by the survey. The CONSULTANT shall relay to the COUNTY any findings of
contaminated soil, monitoring wells, or any features (particularly springs or sinks) relating to contamination or
hazardous material.
Coordination with Permits/Environmental staff and preparing Dredge & Fill Detail sheets where applicable.
5.35. Utility Verification Sheets (SUE Data)
5.36. Quality Assurance/Quality Control
5.37. Supervision
6a DRAINAGE ANALYSIS
The CONSULTANT shall analyze and document Drainage Tasks in accordance with all applicable manuals, guidelines, standards,
handbooks, procedures, and current design memorandums.
The CONSULTANT shall be responsible for designing a drainage and stormwater management system. All design work shall
comply with the requirements of the appropriate regulatory agencies and the COUNTY’s Drainage Manual.
The CONSULTANT shall coordinate fully with the appropriate permitting agencies and the COUNTY’s staff. All activities and
submittals should be coordinated through the COUNTY’s Project Manager. The work will include the engineering analyses for any
or all of the following:
6a.1 Drainage Map Hydrology
Create a (pre- and/or post-condition) working drainage basin map to be used in defining the system hydrology. This map
shall incorporate drainage basin boundaries, existing survey and/or LiDAR and field observations, as necessary, to define
the system. Basin delineations shall also include any existing collection systems in a logical manner to aid in the
development of the hydraulic model. Include coordination hours needed to convey drainage hydrologic features onto
produced drainage maps.
6a.2 Base Clearance Calculations
Analyze, determine, and document high water elevations per basin which will be used to set roadway profile grade and
roadway materials. Determine surface water elevations at cross drains, floodplains, outfalls and adjacent stormwater ponds.
Determine groundwater elevations at intervals between the above-mentioned surface waters. Document findings in a Base
Clearance Report.
6a.3 Pond Siting Analysis and Report – N/A
6a.4 Design of Cross Drains
Analyze the hydraulic design and performance of cross drains. Check existing cross drains to determine if they are
structurally sound and can be extended. Document the design as required. Determine and provide flood data as required.
6a.5 Design of Ditches
Design roadway conveyance and outfall ditches. This task includes capacity calculations, longitudinal grade adjustments,
flow changes, additional adjustments for ditch convergences, selection of suitable channel lining, design of side drain pipes,
and documentation. (Design of linear stormwater management facilities in separate task.)
6a.6 Design of Stormwater Management Facility (Offsite or Infield Pond)
Design stormwater management facilities to meet requirements for stormwater quality treatment, attenuation and aesthetics.
Develop proposed pond layout (contributing drainage basin, shape, contours, slopes, volumes, tie-ins, aesthetics, etc.),
perform routing, pollutant/nutrient loading calculations, recovery calculations, design the outlet control structure and
buoyancy calculations for pond liners when necessary.
6a.7 Design of Stormwater Management Facility (Roadside Treatment Swales and Linear Ponds)-
Design stormwater management facilities to meet requirements for stormwater quality treatment, attenuation and aesthetics.
Develop proposed pond layout (contributing drainage basin, shape, contours, slopes, volumes, tie-ins, aesthetics, etc.),
perform routing, pollutant/nutrient loading calculations, recovery calculations and design the outlet control structure.
6a.8 Design of Floodplain Compensation
Determine floodplain encroachments, coordinate with regulatory agencies, and develop proposed compensation area layout
(shape, contours, slopes, volumes, etc.). Document the design following the requirements of the regulatory agency.
6a.9 Design of Storm Drains
Delineate contributing drainage areas, determine runoff, inlet locations, and spread. Calculate hydraulic losses (friction,
utility conflict and, if necessary, minor losses). Determine design tailwater and, if necessary, outlet scour protection.
6a.10 Optional Culvert Material
Determine acceptable options for pipe materials using the Culvert Service Life Estimator.
6a.11 French Drain Systems – N/A.
6a.11a Existing French – N/A.
6a.12 Drainage Wells – N/A.
6a.13 Drainage Design Documentation Report
Compile drainage design documentation into report format. Include documentation for all the drainage design tasks and
associated meetings and decisions, except for stand-alone reports, such as the Pond Siting Analysis Report and Bridge
Hydraulics Report.
6a.14 Bridge Hydraulic Report
Calculate hydrology, hydraulics, deck drainage, scour, and appropriate counter measures. Prepare report and the
information for the Bridge Hydraulics Recommendation Sheet.
6a.15 Temporary Drainage Analysis
Evaluate and address drainage to adequately drain the road and maintain existing offsite drainage during all construction
phases. Provide documentation.
6a.16 Cost Estimate
Prepare cost estimates for the drainage components.
6a.17 Technical Special Provisions / Modified Special Provisions
6a.18 Hydroplaning Analysis – N/A.
6a.19 Existing Permit Analysis
Data gathering including desktop analysis of local, state and federal Drainage permits.
6a.20 Other Drainage Analysis
Includes all efforts for a drainage task not covered by an existing defined task.
6a.21 Noise Barrier Evaluation
6a.22 Field Reviews
6a.23 Technical Meetings
Meetings with COUNTY staff, regulatory agencies, local governments such as meetings with District Drainage Engineer,
the Water Management District, FDEP, etc.
6a.24 Environmental Look-Around Meetings
Convene a meeting with COUNTY staff, regulatory agencies, local governments and other stakeholders to explore
watershed wide stormwater needs and alternative permitting approaches.
6a.25 Quality Assurance/Quality Control
6a.26 Independent Peer Review
6a.27 Supervision
6a.28 Coordination
6b DRAINAGE PLANS
The CONSULTANT shall prepare Drainage 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.
6b.1 Drainage Map
6b.2 Bridge Hydraulics Recommendation Sheets
6b.3 Summary of Drainage Structures
6b.4 Optional Pipe/Culvert Material
6b.5 Drainage Structure Sheet(s) (Per Structure)
6b.6 Miscellaneous Drainage Detail Sheets
6b.7 Lateral Ditch Plan/Profile
6b.8 Lateral Ditch Cross Sections
6b.9 Retention/Detention Pond Detail Sheet(s)
6b.10 Retention Pond Cross Sections
6b.11 Erosion Control Plan Sheet(s)
6b.12 SWPPP Sheet(s)
6b.13 Quality Assurance/Quality Control
6b.14 Supervision
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 COUNTY’s construction project are addressed.
The CONSULTANT shall follow FDOT and COUNTY standards, policies, procedures and design criteria. COUNTY
standards are located at: http://www.colliergov.net/your-government/divisions-s-z/water/utilities-standards-manual
7.1 Utility Kickoff Meeting
Before any contact with the UAO(s), the CONSULTANT shall meet with the District Utility Office (DUO) to receive guidance,
as may be required, to assure that all necessary coordination will be accomplished in accordance with COUNTY procedures.
CONSULTANT shall bring a copy of the design project work schedule reflecting utility activities.
7.2 Identify Existing Utility Agency Owner(s)
The CONSULTANT shall identify all utilities within and adjacent to the project limits that may be impacted by the project.
7.3 Make Utility Contacts
First Contact: The CONSULTANT shall send letters and two sets of plans to each utility, one set for the utility office, and one
set to the COUNTY Offices as required by the District. Includes contact by phone for meeting coordination. Request type, size,
location, easements, and cost for relocation if reimbursement is claimed. Request the voltage level for power lines in the project
area. Send UAO requests for reimbursement to FDOT for a legal opinion. Include the meeting schedule (if applicable) and the
design schedule. Include typical meeting agenda. If scheduling a meeting, give 4 weeks advance notice.
Second Contact: At a minimum of 4 weeks prior to the meeting, the CONSULTANT shall transmit two complete sets of
Phase II plans and the utility conflict information (when applicable and in the format requested by the COUNTY) to each UAO
having facilities located within the project limits, and one set to the COUNTY Offices as required by the District.
Third Contact: Identify agreements and assemble packages. The CONSULTANT shall send agreements, letters, the utility
conflict information (when applicable and in the format requested by the COUNTY) and two sets of plans to the UAO(s)
including all component sets, one set for the utility office, one set to construction and maintenance if required. Include the
design schedule.
Not all projects will have all contacts as described above.
7.4 Exception Processing
The CONSULTANT shall be responsible for transmitting/coordinating the appropriate design reports including, but not limited
to, the Resurfacing, Restoration and Rehabilitation (RRR) report, Preliminary Engineering Report, Project Scope and/or the
Concept Report (if applicable) to each UAO to identify any condition that may require a Utility Exception. The
CONSULTANT shall identify and communicate to the UAO any facilities in conflict with their location or project schedule.
The CONSULTANT shall assist with the processing of design exceptions involving Utilities with the UAO and the COUNTY.
Assist with processing per the UAM.
7.5 Preliminary Utility Meeting
The CONSULTANT shall schedule (time and place), notify participants, and conduct a preliminary utility meeting with all
UAO(s) having facilities located within the project limits for the purpose of presenting the project, review the current design
schedule, evaluate the utility information collected, provide follow-up information on compensable property rights from the
FDOT Legal Office, discuss the utility work by highway contractor option with each utility, and discuss any future design issues
that may impact utilities. This is also an opportunity for the UAO(s) to present proposed facilities. The CONSULTANT shall
keep accurate minutes and distribute a copy to all attendees.
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 and schedules, standard or selective clearing and
grubbing work, and assist in the development of the UAO(s) plans and work schedules. 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 utility marked plans and data individually as they are received for content. Ensure
information from the UAO (utility type, material and size) is sent to the designer for inclusion in the plans. Forward all requests
for utility reimbursement and supporting documentation to the COUNTY.
7.8 Subordination of Easements Coordination – N/A.
7.9 Utility Design Meeting
The CONSULTANT shall schedule (time and place), notify participants, and conduct a Utility meeting with all affected
UAO(s). The CONSULTANT shall be prepared to discuss impacts to existing trees/vegetation and proposed landscape,
drainage, traffic signalization, temporary traffic control plans (TTCP) (construction phasing), review the current design schedule
and letting date, evaluate the utility information collected, provide follow-up information on compensable property rights from
FDOT Legal Office, discuss with each UAO the utility work by highway contractor option, discuss any future design issues
that may impact utilities, etc., to the extent that they may have an effect on existing or proposed utility facilities with particular
emphasis on drainage and TTCP with each UAO. The intent of this meeting shall be to assist the UAOs in identifying and
resolving conflicts between utilities and proposed construction before completion of the plans, including utility adjustment
details. Also, to work with the UAOs to recommend potential resolution between known utility conflicts with proposed
construction plans as may be deemed practical by the UAO. The CONSULTANT shall keep accurate minutes of all meetings
and distribute a copy to all attendees within 3 days. See Task 4.5 (Horizontal/Vertical Master Design File) and Task 4.9 (Cross
Section Design Files) for utility conflict location identification and adjustments.
7.10 Review Utility Markups & Work Schedules and Processing of Schedules & Agreements
The CONSULTANT shall review utility marked up plans and work schedules as they are received for content and coordinate
review with the designer. Send color markups and schedules to the appropriate COUNTY 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 District. Coordinate with the District for execution. Distribute
Executed Final Documents. Prepare Work Order for UAO(s). The CONSULTANT shall coordinate with the COUNTY PUD
the programming of necessary Work Program funds.
7.11 Utility Coordination/Follow-up
The CONSULTANT shall provide utility coordination and follow up. This includes follow-up, interpreting plans, and assisting
the UAOs with completion of their work schedules and agreements. 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 known 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. See Task 4.5 (Horizontal/Vertical Master Design
File) and Task 4.9 (Cross Section Design Files) for utility conflict identification and adjustments.
7.13 Additional Utility Services
The CONSULTANT shall provide additional utility services. The CONSULTANT shall, via soft-dig, potholing, or other
non-destructive method, physically obtain the horizontal and vertical location, size, type, material, and condition, of all
underground utilities within and surrounding all proposed foundations for signal poles, light poles, retaining walls, piles,
culverts, or other critical locations where foundation construction is proposed, or as directed by the COUNTY’S Construction
Project Manager.
7.14 Processing Utility Work by Highway Contractor (UWHC)
This includes coordination of utility design effort between the COUNTY and the UAO(s). The CONSULTANT shall conduct
additional coordination meetings, prepare and process the agreements, review tabulation of quantities, perform UWHC
constructability and bidability review, review pay items, cost estimates and Technical Special Provisions (TSP) or Modified
Special Provision (MSP) prepared by the UAO. This does not include utility the utility design effort. This item is not usually
included in the scope at the time of negotiation.
7.15 Contract Plans to UAO(s)
If requested by the District, the CONSULTANT shall transmit the contract plans as processed for letting to the UAO(s).
Transmittals to UAO(s) may be by certified mail, return receipt requested.
7.16 Certification/Close-Out
This includes hours for transmitting utility files to the COUNTY and preparation of the Utility Certification Letter. The
CONSULTANT shall certify to the COUNTY Project Manager 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.
OR
A No Response letter on COUNTY letter, delivered to the UAO via certified mail, return receipt requested, documenting all
failed attempts to obtain RGBs, UWS or No Conflict letter from any non-responsive UAO.
7.17 Other Utilities
This scope item is considered an Additional/Optional Service if requested by the COUNTY. Fees for this item are not included
in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be
negotiated at the time and will be implemented via Change Order or Contract Amendment. When applicable, the staff hourly
rates established in the contract shall be utilized for fee determination.
8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES
The CONSULTANT shall notify the COUNTY Project Manager, Environmental Permit Coordinator, and other appropriate
COUNTY personnel in advance of all scheduled meetings with the regulatory agencies to allow a COUNTY 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: 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.
8.2 Field Work
8.2.1 Pond Site Alternatives: - N/A
8.2.2 Establish Wetland Jurisdictional Lines and Assessments:
The CONSULTANT shall be responsible for, but not limited to, the following activities:
Determine landward extent of wetlands and other surface waters as detailed in Rule Chapter 62-340, F.A.C., as
ratified in Section 373.4211, F.S..; United States Army Corps of Engineers (USACE) Wetland Delineation
Manual (Technical Report Y-87-1); Regional Supplement to the Corps of Engineers Wetland Delineation
Manual: Atlantic and Gulf Coastal Plain Region (ERD/EL TR-10-20).
Collect all data and information necessary to determine the jurisdictional boundaries of wetlands and other surface
waters as defined by the rules or regulations of each permitting agency processing a COUNTY permit application
for the project.
Set seasonal high-water levels in adjacent wetlands with biological indicators
Obtain a jurisdictional determination as defined by the rules or regulations of each permitting agency processing
a COUNTY permit application for the project.
Prepare aerial maps showing the jurisdictional boundaries of wetlands and other surface waters. Aerial maps shall
be reproducible, of a scale of 1” = 400’or more detailed and be recent photography. The maps shall show the
jurisdictional boundaries of each agency. Photo copies of aerials are not acceptable. When necessary, a wetland
specific survey will be prepared by a registered surveyor and mapper. All surveyed jurisdictional boundaries are
to be tied to the project’s baseline of survey.
Prepare a written assessment of the current condition and functional value of the wetlands and other surface
waters. Prepare data in tabular form which includes the ID number for each wetland (and other surface water, if
necessary) impacted, size of wetland to be impacted, type of impact, and identify any wetland (by ID number and
size) within the project limits that will not be impacted by the project.
Prepare appropriate agency forms to obtain required permits. Forms may include but are not limited to the
USACE “Wetland Determination Data Form – Atlantic and Gulf Coastal Plain Region”; the USACE “Approved
Jurisdictional Determination Form”; Uniform Mitigation Assessment Method forms and/or project specific data
forms.
8.2.3 Species Surveys:
The CONSULTANT shall conduct wildlife surveys as defined by rules or regulations of any permitting agency or
commenting agency that is processing a COUNTY permit.
The CONSULTANT shall conduct a field review of the project site and document existing conditions with regard to habitats
and potential presence of listed species. CONSULTANT will prepare the required supplemental environmental technical
memorandum necessary to facilitate FDOT review and support for a Type 1, Categorical Exclusion to meet National
Environmental Policy Act (NEPA) compliance. CONSULTANT will prepare the required documentation to support the
Type 1 CE and will submit the required information for the Type 1 CE checklist to the COUNTY and FDOT to achieve the
required Environmental Certification required for the LAP Agreement.
The above scope and corresponding fees include consultation with the Florida Fish and Wildlife Conservation Commission
(FWC) and the U.S. Fish and Wildlife Service (FWS).
The CONSULTANT is to coordinate with the SFWMD and any other regulatory agencies having jurisdiction to assure that
design efforts are properly directed toward permit requirements.
The CONSULTANT will prepare a complete permit package necessary to construct the project, including site and system
design information required by and acceptable to the District and all other regulatory agencies.
The CONSULTANT will professionally endorse the permit package(s) for District permitting and any regulatory agency
exercising jurisdiction with FDOT as co-applicant. The CONSULTANT is responsible for permit package submittal,
agency coordination and for all the information necessary to secure permits from these regulatory agencies.
8.3 Agency Verification of Wetland Data
The CONSULTANT shall be responsible for verification of wetland and other surface water data identified in Section 8.2 and
coordinating regulatory agency field reviews, including finalization of assessments and jurisdictional determinations with
applicable agencies.
8.4 Complete and Submit All Required Permit Applications
The CONSULTANT shall collect all the data and information necessary to prepare the permit applications and obtain the
environmental permits required to construct the project as identified in the Project Description and as described in 8.4.1, 8.4.2,
and 8.12 (Other Permits). The CONSULTANT shall prepare each permit application in accordance with the rules and/or
regulations of the regulatory agency responsible for issuing a specific permit and/or authorization to perform work. The permit
application packages must be approved by the COUNTY and FDOT prior to submittal to regulatory agencies.
The CONSULTANT will submit all permit applications, as directed by the COUNTY. The COUNTY will be responsible for
payment of all permit fees.
8.4.1 Complete and Submit all Required Wetland Permit Applications:
The CONSULTANT shall prepare, complete, and submit required wetland permit (i.e. ERP, Section 404) application
packages to the appropriate regulatory agencies. This includes, but is not limited to, applications submitted to WMDs and/or
DEP. The application package may include but is not limited to attachments (i.e. project location map, aerials, affidavit of
ownership, pictures, additional technical analysis, etc.), a cover letter with project description as well as completion of
applicable agency forms. The CONSULTANT shall prepare and respond to agency Requests for Additional Information
(RAIs), including necessary revisions to the application package. All responses and completed application packages must
be approved by the COUNTY prior to submittal to the regulatory agencies. Geotechnical permitting should also be prepared,
submitted, and obtained.
8.4.2 Complete and Submit all Required Species Permit Applications:
The CONSULTANT shall prepare, complete and submit required species permit applications to the appropriate agencies.
This includes federal and state protected species permit application packages as required. The work includes completion of
application package (i.e. project location map, aerials, affidavit of ownership, pictures, additional technical analysis, etc.),
and cover letter with project description as well as completion of applicable forms. The CONSULTANT shall respond to
agency RAIs, including necessary revisions to the application package. All responses and completed applications must be
approved by the COUNTY prior to submittal to the regulatory agency.
8.5 Coordinate and Review Dredge and Fill Sketches
The CONSULTANT shall review Dredge and Fill Detail sheets to ensure information on the sketch(es) meet the requirements
of the regulatory agencies and are appropriate for environmental permit application submittal and acquisition. The
CONSULTANT will also provide environmental data/information as needed to support the preparation of the Dredge and Fill
sketches.
8.6 Prepare USCG Permit Application – N/A
8.7 Prepare Water Management District or Local Water Control District Right of Way Occupancy Permit Application
The CONSULTANT shall be responsible for the preparation of the ROW Occupancy permit application in accordance with
the regulatory agency requirements.
8.8 Prepare Coastal Construction Control Line (CCCL) Permit Application – N/A
8.9 Prepare USACE Section 408 Application to Alter a Civil Works Project – N/A
8.10 Compensatory Mitigation Plan
Prior to the development of mitigation alternatives, the CONSULTANT shall meet with the Project Manager to determine the
COUNTY’s policies in proposing mitigation.
The CONSULTANT will be directed by the COUNTY to investigate the mitigation options that meet federal and state
requirements in accordance with section 373.4137, F.S. Below is the only mitigation options:
Purchase of mitigation credits from a mitigation bank
8.11 Mitigation Coordination and Meetings
The CONSULTANT shall coordinate with COUNTY personnel prior to approaching any environmental permitting or
commenting agencies. Once a mitigation plan has been reviewed and approved by the COUNTY, the CONSULTANT will be
responsible for coordinating the proposed mitigation plan with the environmental agencies. The CONSULTANT will provide
mitigation information needed to update the COUNTY Project Manager.
8.12 Other Environmental Permits
Environmental Clearances, and Technical Support scope items are considered Additional/Optional Service if requested by the
COUNTY. Fees for these items are not included in the negotiated contract fees. If these items are determined necessary and
are requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When
applicable, the staff hourly rates established in the contract shall be utilized for fee determination.
8.13 Technical Support to the COUNTY for Environmental Clearances and Re-evaluations
The CONSULTANT shall provide engineering and environmental support for the COUNTY to obtain environmental
clearances for all changes to the project after the PD&E study was approved. These changes include but are not limited to pond
and/or mitigation sites identified, land use or environmental changes, and major design changes.
8.13.1 NEPA or SEIR Re-evaluation: Before the development of the final design plans, the CONSULTANT shall be
responsible for coordinating with the FDOT to provide necessary engineering information required in the preparation of the re-
evaluation by the FDOT. The preparation of environmental re-evaluations includes those as listed in Part 1, Chapter 13 of the
FDOT PD&E Manual: Right of Way, Design Change, and Construction Advertisement.
The CONSULTANT shall provide information to update the Project Commitment Record for incorporation into the re-
evaluation.
It is the responsibility of the CONSULTANT to provide the engineering information on major design changes including
changes in typical section, roadway alignment, pond site selection, right of way requirements, drainage, and traffic volumes
that may affect noise models.
8.13.2 Archaeological and Historical Resources: The CONSULTANT shall provide necessary technical information to
analyze the impacts to all cultural and historical resources due to changes in the project in accordance with Part 2, Chapter 8 of
the PD&E Manual.
8.13.3 Wetland Impact Analysis: The CONSULTANT shall provide necessary technical information to analyze the impacts
to wetlands and other surface waters in accordance with Part 2, Chapter 9 of the PD&E Manual due to changes in the project.
8.13.4 Essential Fish Habitat Impact Analysis: The CONSULTANT shall provide necessary technical information to analyze
the impacts to essential fish habitat in accordance Part 2, Chapter 17 of the PD&E Manual due to changes in the project.
8.13.5 Protected Species and Habitat Impact Analysis: The CONSULTANT shall provide necessary technical information
to analyze the impacts to all protected species and habitat in accordance with Part 2, Chapter 16 of the PD&E Manual due to
changes in the project. The CONSULTANT shall perform the necessary analysis to complete agency consultation in
accordance with Section 7 or Section 10 of the Endangered Species Act.
8.14 Preparation of Environmental Clearances and Re-evaluations NA.
The CONSULTANT shall prepare reports and clearances for all the changes to the project that occurred after the PD&E study
was approved. These changes could include but are not limited to pond and/or mitigation sites identified, land use or
environmental changes, and major design changes.
8.14.1 NEPA or SEIR Re-evaluation:
During the development of the final design plans, the CONSULTANT shall be responsible for collecting the data and preparing
technical documents for the FDOT to perform the re-evaluation in accordance with Part 1, Chapter 13 of the PD&E Manual.
8.14.2 Archaeological and Historical Resources: The CONSULTANT shall collect data necessary to completely analyze
the impacts, due to changes in the project or project area, to all cultural and historic resources, and prepare a Cultural Resource
Assessment Survey Report, in accordance with Part 2, Chapter 8 of the PD&E Manual.
8.14.3 Wetland Impact Analysis: The CONSULTANT shall analyze the impacts to wetlands due to changes to the project
and complete the wetlands section of a Natural Resources Evaluation Report, in accordance with Part 2, Chapter 9 of the PD&E
Manual.
8.14.4 Essential Fish Habitat Impact Analysis: The CONSULTANT shall analyze the impacts to essential fish habitat due
to changes to the project and complete the Essential Fish Habitat section of a Natural Resources Evaluation Report, in
accordance with Part 2, Chapter 17 of the PD&E Manual.
8.14.5 Protected Species and Habitat Impact Analysis: The CONSULTANT shall collect data necessary to prepare the
protected species and habitat section of the Natural Resources Evaluation Report and analyze the impacts to protected species
and habitat by the changes to the project, in accordance with Part 2, Chapter 16 of the PD&E Manual. The CONSULTANT
shall perform the necessary analysis to complete agency consultation in accordance with Section 7 or Section 10 of the
Endangered Species Act.
8.15 Contamination Impact Analysis, N/A (see PD&E Study)
The CONSULTANT shall prepare Contamination Screening Evaluation for the project limits including stormwater ponds and
floodplain compensation sites as described in Part 2, Chapter 20, of the PD&E Manual. The appropriate level of analysis and
deliverable type will be approved by the COUNTY’s Project Manager and District Contamination Impact Coordinator. The
draft Level 1 Contamination Screening Evaluation document shall be submitted to the COUNTY’s Project Manager for review
and final approval. The CONSULTANT shall include an evaluation of any new contamination impacts due to changes to the
project from the PD&E design concept, if applicable, and any new discharges or new potential contamination impacts not
evaluated in any previously completed Contamination Screening Evaluation. The project impacts, conclusions and
recommendations, figures, tables and appendices will be provided in a Level I Contamination Screening Evaluation Report.
The CONSULTANT shall provide Level II assessment services. If contamination is identified within the limits of construction,
the CONSULTANT shall coordinate with the COUNTY Project Manager to properly mark identified contamination areas in
the plans and develop specifications as appropriate.
8.16 Asbestos Survey - N/A
8.17 Technical Meetings
8.18 Quality Assurance/Quality Control
8.19 Supervision
8.20 Coordination
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 2.19, 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. 20, Provisions for Work. Contract documents shall
display economical solutions for the given conditions.
The CONSULTANT shall provide Design Documentation to the COUNTY 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 COUNTY’s request, on 8 ½”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.
9.1 Key Sheet and Index of Drawings
9.2 Project Layout
9.3 General Notes and Bid Item Notes
9.4 Miscellaneous Common Details
9.5 Incorporate Report of Core Borings
9.6 Standard Plans- Bridges
9.7 Existing Bridge Plans
9.8 Assemble Plan Summary Boxes and Quantities
9.9 Cost Estimate
9.10 Technical Special Provisions and Modified Special Provisions
9.11 Field Reviews
9.12 Technical Meetings
9.13 Quality Assurance/Quality Control
9.14 Independent Peer Review
9.15 Supervision
9.16 Coordination
10 STRUCTURES - BRIDGE DEVELOPMENT REPORT
The CONSULTANT shall prepare a Bridge Development Report (BRIDGE TYPE STUDY). The BRIDGE TYPE STUDY shall
be submitted as part of the Phase I (30%) Submittal, General Requirements.
General Requirements
10.1 Bridge Geometry
10.2 Ship Impact Data Collection-N/A.
10.3 Ship Impact Criteria-N/A.
Superstructure Alternatives
10.4 Short-Span Concrete
10.5 Medium-Span Concrete
10.6 Long Span Concrete – N/A
10.7 Structural Steel – N/A
Foundation and Substructure Alternatives
10.8 Pier/Bent
10.9 Shallow Foundations / GRS Abutments-N/A.
10.10 Deep Foundations
Movable Span-N/A.
10.11 Data Collection and Design Criteria
10.12 Movable Span Geometrics and Clearances
10.13 Deck System Evaluation
10.14 Framing Plan Development
10.15 Main Girder Preliminary Design
10.16 Conceptual Span Balance/Counterweight
10.17 Support System Development
10.18 Drive Power Calculations
10.19 Drive System Development
10.20 Power and Control Development
10.21 Conceptual Pier Design
10.22 Foundation Analysis (FL PIER)
10.23 Tender Visibility Study
Other BRIDGE TYPE STUDY Issues
10.24 Aesthetics
10.25 TTCP/Staged Construction Requirements
10.26 Constructability Requirements
10.27 Load Rating for Damaged/Widened Structures-N/A.
10.28 Quantity and Cost Estimates
10.29 Quantity and Cost Estimates - Movable Span-N/A.
10.30 Wall Type Justification
Report Preparation
10.31 Exhibits
10.32 Exhibits - Movable Span-N/A.
10.33 Report Preparation
10.34 Report Preparation - Movable Span-N/A.
10.35 BRIDGE TYPE STUDY Submittal Package
Preliminary Plans (To be included in the BRIDGE TYPE STUDY)
1. General Notes Sheets
2. Plan and Elevation Sheets
3. Construction Staging
4. Superstructure Section Sheets
5. Substructure Section Sheets
6. Report of core borings
7. Preliminary foundation layouts
8. Wall Layout Sheets
Preliminary Geotechnical investigations Report shall be included as part of the BRIDGE TYPE STUDY preparation.
11 STRUCTURES - TEMPORARY BRIDGE-N/A.
12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE
The CONSULTANT shall prepare plans for Short Span Concrete Bridge(s) at the location(s) specified in Section 2.5.
General Layout Design and Plans
12.1 Overall Bridge Final Geometry
12.2 Expansion/Contraction Analysis
12.3 General Plan and Elevation
12.4 Construction Staging
12.5 Approach Slab Plan and Details
12.6 Miscellaneous Details
End Bent Design and Plans
12.7 End Bent Geometry
12.8 End Bent Structural Design
12.9 End Bent Plan and Elevation
12.10 End Bent Details
Intermediate Bent Design and Plans
12.11 Bent Geometry
12.12 Bent Stability Analysis
12.13 Bent Structural Design
12.14 Bent Plan and Elevation
12.15 Bent Details
Miscellaneous Substructure Design and Plans
12.16 Foundation Layout
Superstructure Design and Plans
12.17 Finish Grade Elevation Calculation
12.18 Finish Grade Elevations
Cast-In-Place Slab Bridges
12.19 Bridge Deck Design
12.20 Superstructure Plan
12.21 Superstructure Sections and Details
Prestressed Slab Unit Bridges
12.22 Prestressed Slab Unit Design
12.23 Prestressed Slab Unit Layout
12.24 Prestressed Slab Unit Details and Schedule
12.25 Deck Topping Reinforcing Layout
12.26 Superstructure Sections and Details
Reinforcing Bar Lists
12.27 Preparation of Reinforcing Bar List
Load Rating
12.28 Load Rating
13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE
The CONSULTANT shall prepare plans for Medium Span Concrete Bridge(s) at the location(s) specified in Section 2.5.
General Layout Design and Plans
13.1 Overall Bridge Final Geometry
13.2 Expansion/Contraction Analysis
13.3 General Plan and Elevation
13.4 Construction Staging
13.5 Approach Slab Plan and Details
13.6 Miscellaneous Details
End Bent Design and Plans
13.7 End Bent Geometry
13.8 Wingwall Design and Geometry
13.9 End Bent Structural Design
13.10 End Bent Plan and Elevation
13.11 End Bent Details
Intermediate Bent Design and Plans
13.12 Bent Geometry
13.13 Bent Stability Analysis
13.14 Bent Structural Design
13.15 Bent Plan and Elevation
13.16 Bent Details
Pier Design and Plans
13.17 Pier Geometry
13.18 Pier Stability Analysis
13.19 Pier Structural Design
13.20 Pier Plan and Elevation
13.21 Pier Details
Miscellaneous Substructure Design and Plans
13.22 Foundation Layout
Superstructure Deck Design and Plans
13.23 Finish Grade Elevation (FGE) Calculation
13.24 Finish Grade Elevations
13.25 Bridge Deck Design
13.26 Bridge Deck Reinforcing and Concrete Quantities
13.27 Diaphragm Design
13.28 Superstructure Plan
13.29 Superstructure Section
13.30 Miscellaneous Superstructure Details
Reinforcing Bar Lists
13.31 Preparation of Reinforcing Bar List
Continuous Concrete Girder Design
13.32 Section Properties
13.33 Material Properties
13.34 Construction Sequence
13.35 Tendon Layouts
13.36 Live Load Analysis
13.37 Temperature Gradient
13.38 Time Dependent Analysis
13.39 Stress Summary
13.40 Ultimate Moments
13.41 Ultimate Shear
13.42 Construction Loading
13.43 Framing Plan
13.44 Girder Elevation, including Grouting Plan and Vent Locations
13.45 Girder Details
13.46 Erection Sequence
13.47 Splice Details
13.48 Girder Deflections and Camber
Simple Span Concrete Design
13.49 Prestressed Beam
13.50 Prestressed Beam Schedules
13.51 Framing Plan
Beam Stability
13.52 Beam/Girder Stability
Bearing
13.53 Bearing Pad and Bearing Plate Design
13.54 Bearing Pad and Bearing Plate Details
Load Rating
13.55 Load Ratings
14 STRUCTURES - STRUCTURAL STEEL BRIDGE - NA
15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE-N/A.
16 STRUCTURES - MOVABLE SPAN-N/A.
17 STRUCTURES - RETAINING WALLS – Optional Services
The CONSULTANT shall prepare plans for Retaining Wall(s) as specified in Section 2.5.
General Requirements
17.1 Key Sheet
17.2 Horizontal Wall Geometry
Permanent Proprietary Walls
17.3 Vertical Wall Geometry
17.4 Semi-Standard Drawings
17.5 Wall Plan and Elevations (Control Drawings)
17.6 Details
Temporary Proprietary Walls
17.7 Vertical Wall Geometry
17.8 Semi-Standard Drawings
17.9 Wall Plan and Elevations (Control Drawings)
17.10 Details
Cast-In-Place Retaining Walls
17.11 Design
17.12 Vertical Wall Geometry
17.13 General Notes
17.14 Wall Plan and Elevations (Control Drawings)
17.15 Sections and Details
17.16 Reinforcing Bar List
Other Retaining Walls and Bulkheads
17.17 Design
17.18 Vertical Wall Geometry
17.19 General Notes, Tables and Miscellaneous Details
17.20 Wall Plan and Elevations
17.21 Details
18 STRUCTURES - MISCELLANEOUS
The CONSULTANT shall prepare plans for Miscellaneous Structure(s) as specified in Section 2.5.
Concrete Box Culverts – (Optional Service)
18.1 Concrete Box Culverts
18.2 Concrete Box Culverts Extensions
18.3 Concrete Box Culvert Data Table Plan Sheets
18.4 Concrete Box Culvert Special Details Plan Sheets
Strain Poles - NA
18.5 Steel Strain Poles
18.6 Concrete Strain Poles
18.7 Strain Pole Data Table Plan Sheets
18.8 Strain Pole Special Details Plan Sheets
Mast Arms
18.9 Mast Arms
18.10 Mast Arms Data Table Plan Sheets
18.11 Mast Arms Special Details Plan Sheets
Overhead/Cantilever Sign Structure (N/A)
18.12 Cantilever Sign Structures
18.13 Overhead Span Sign Structures
18.14 Special (Long Span) Overhead Sign Structures
18.15 Monotube Overhead Sign Structure
18.16 Bridge Mounted Signs (Attached to Superstructure)
18.17 Overhead/Cantilever Sign Structures Data Table Plan Sheets
18.18 Overhead/Cantilever Sign Structures Special Details Plan Sheets
High Mast Lighting (N/A)
18.19 Non-Standard High Mast Lighting Structures
18.20 High Mast Lighting Special Details Plan Sheets
Noise Barrier Walls (Ground Mount) (Optional)
18.21 Horizontal Wall Geometry
18.22 Vertical Wall Geometry
18.23 Summary of Quantities – Aesthetic Requirements
18.24 Control Drawings
18.25 Design of Noise Barrier Walls Covered by Standards
18.26 Design of Noise Barrier Walls not Covered by Standards
18.27 Aesthetic Details
Special Structures (N/A)
18.28 Fender System
18.29 Fender System Access
18.30 Special Structures
18.31 Other Structures
18.32 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles
18.33 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles (No As built or Design Plans
Available)
18.34 Analytical Evaluation of Signal and Sign Structures, and High Mast Light Poles
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.
19.1 Traffic Data Analysis
The CONSULTANT shall review the approved preliminary engineering report, typical section package, traffic technical
memorandum and proposed geometric design alignment to identify proposed sign placements and roadway markings.
Perform queue analysis.
19.2 No Passing Zone Study – N/A
The CONSULTANT shall perform all effort required for field data collection, and investigation in accordance with the
COUNTY’s Manual on Uniform Traffic Studies.
The CONSULTANT shall submit the signed and sealed report to the COUNTY for review and approval.
19.3 Reference and Master Design File
The CONSULTANT shall prepare the Signing & Marking Design file to include all necessary design elements and all
associated reference files.
19.4 Multi-Post Sign Support Calculations
The CONSULTANT shall determine the appropriate column size from the COUNTY’s Multi-Post Sign Program(s).
19.5 Sign Panel Design Analysis
Establish sign layout, letter size and series for non-standard signs.
19.6 Sign Lighting/Electrical Calculations-N/A.
19.7 Quantities
19.8 Cost Estimate
19.9 Technical Special Provisions and Modified Special Provisions
19.10 Other Signing and Pavement Marking Analysis
19.11 Field Reviews
19.12 Technical Meetings
19.13 Quality Assurance/Quality Control
19.14 Independent Peer Review
19.15 Supervision
19.16 Coordination
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.
20.1 Key Sheet
20.2 Summary of Pay Items
20.3 Tabulation of Quantities
20.4 General Notes/Pay Item Notes
20.5 Project Layout
20.6 Plan Sheet
20.7 Typical Details
20.8 Guide Sign Work Sheet(s) – includes advance street name signs on all approaches to the intersection.
20.9 Traffic Monitoring Site as required
20.10 Cross Sections (N/A)
20.11 Special Service Point Details as required (N/A)
20.12 Special Details
20.13 Interim Standards (N/A)
20.14 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.
20.15 Supervision
21 SIGNALIZATION ANALYSIS
The CONSULTANT shall analyze and document Signalization Analysis Tasks in accordance with all applicable manuals,
guidelines, standards, handbooks, procedures, and current design memorandums.
21.1 Traffic Data Collection – as required
The CONSULTANT shall perform all effort required for traffic data collection, including crash reports, 24 hr. machine
counts, 8 hr. turning movement counts, 7 day machine counts, and speed & delay studies.
21.2 Traffic Data Analysis
The CONSULTANT shall determine signal operation plan, intersection geometry, local signal timings, pre-emption phasing
& timings, forecasting traffic, and intersection analysis run.
21.3 Signal Warrant Study
21.4 Systems Timings (N/A)
County Traffic Section will perform the signal timing determination.
21.5 Reference and Master Signalization Design File
The CONSULTANT shall prepare the Signalization Design file to include all necessary design elements and all associated
reference files.
21.6 Reference and Master Interconnect Communication Design File
The CONSULTANT shall prepare the Interconnect Communication Design file to include all necessary design elements
and all associated reference files.
21.7 Overhead illuminated Street Name Sign Design at the intersection with Randall Boulevard
The CONSULTANT shall design Signal Mounted Overhead Street Name signs.
21.8 Pole Elevation Analysis
21.9 Traffic Signal Operation Report – N/A
21.10 Quantities
21.11 Cost Estimate
21.12 Technical Special Provisions and Modified Special Provisions
The CONSULTANT shall meet the latest version of the Collier COUNTY Signalization Technical Special Provisions.
21.13 Other Signalization Analysis
The CONSULTANT is required to incorporate into the project the following elements:
Closed Circuit Television (CCTV) Cameras (as necessary) – the specification for these devices can be found on Collier
COUNTY’s website at http://www.colliergov.net/your-government/divisions-s-z/traffic-operations/traffic-technical-
special-provisions
Vehicle Detection (Inductive loops); web address for these specifications is above.
Queue Analysis – Determine auxiliary lanes capacity
Any additional Technical Special Provisions (must be approved by Traffic Operations Engineers)
21.14 Field Reviews
The CONSULTANT shall collect information from the maintaining agencies and conduct a field review. The review should
include, but is not limited to, the following:
Controller Make, Model, Capabilities and Condition/Age
Condition of Signal Structure(s)
Type of Detection as Compared with Current District Standards
Interconnect Media
Controller Timing Data
21.15 Technical Meetings
21.16 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.
21.17 Independent Peer Review
21.18 Supervision
21.19 Coordination
22 SIGNALIZATION PLANS
The CONSULTANT shall prepare a set of Signalization Plans in accordance with all applicable manuals, guidelines, standards,
handbooks, procedures, and current design memorandums, which includes the following:
Randall Blvd. – 16th Street NE Intersection
22.1 Key Sheet
22.2 Summary of Pay Items Including Designer Interface Quantity Input
22.3 Tabulation of Quantities
22.4 General Notes/Pay Item Notes
22.5 Plan Sheet
22.6 Interconnect Plans
22.7 Traffic Monitoring Site
22.8 Guide Sign Worksheet
22.9 Special Details
22.10 Special Service Point Details
22.11 Mast Arm/Monotube Tabulation Sheet
22.12 Strain Pole Schedule– N/A
22.13 TTCP Signal (Temporary) – N/A)
22.14 Temporary Detection Sheet – N/A
22.15 Utility Conflict Sheet
22.16 Interim Standards - N/A
22.17 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.
22.18 Supervision
23 LIGHTING ANALYSIS- N/A
The CONSULTANT shall analyze and document Lighting Tasks in accordance with all applicable manuals, guidelines, standards,
handbooks, procedures, and current design memorandums.
23.1 Lighting Justification Report
The CONSULTANT shall prepare a Lighting Justification Report. The report shall be submitted under a separate cover
with the Phase I plans submittal, titled Lighting Justification Report. The report shall provide analyses for mainlines,
interchanges, and arterial roads and shall include all back-up data such that the report stands on its own. Back up data shall
include current ADT’s, general crash data average cost from the Florida Highway Safety Improvement Manual, crash details
data from the last three years, and preliminary lighting calculations.
The report shall address warrants to determine if lighting warrants are met, and shall include a benefit-cost analysis to
determine if lighting is justified. The report shall include calculations for the night-to-day crash ratio as well as a table
summarizing the day-time and the night-time crashes. The report shall follow the procedures outlined in the FDOT Manual
on Uniform Traffic Studies (MUTS) manual which utilize ADT, Three Year Crash Data, night/day crash ratio, percentage
of night ADT, etc.
23.2 Lighting Design Analysis Report
The CONSULTANT shall prepare a Preliminary Lighting Design Analysis Report. The report shall be submitted under a
separate cover with the Phase II plans submittal. The report shall provide analyses for each signalized intersection lighting
design and each typical section of the mainline, typical section for the ramps (one and/or two lanes), interchanges, underdeck
lighting, and arterial roads. Each lighting calculation shall be properly identified as to the area that it covers.
The report shall include the Lighting Design Criteria that will be used. For projects with corridor lighting, the report shall
include the evaluation of at least three lighting design alternatives. The report shall provide a recommendation on the
alternative to use. Each alternative shall be properly described; the alternatives shall consider different pole heights, lamp
wattage, and arm lengths. Each alternative shall be provided with a cost estimate that includes initial cost in addition to
operations and maintenance cost for one year.
After approval of the preliminary report, the CONSULTANT shall submit a revised report for each submittal. The Lighting
Design Analysis Report shall include:
Lighting Calculations
Structural calculations for special conventional pole concrete foundations if required
Letter to the power company requesting service
Power company confirmation letter on the requested services
Voltage drop calculations
Load analysis calculations for each branch circuit
23.3 Voltage Drop Calculations
The CONSULTANT shall submit voltage drop calculations showing the equation or equations used along with the number
of luminaries per circuit, the length of each circuit, the size conductor or conductors used, and their ohm resistance values.
The voltage drop incurred on each circuit (total volts and percentage of drop) shall be calculated, and all work necessary to
calculate the voltage drop values for each circuit should be presented in such a manner as to be duplicated by the COUNTY.
The Voltage Drop Calculations shall be submitted as part of the Lighting Design Analysis Report.
23.4 FDEP Coordination and Report-N/A.
23.5 Reference and Master Design Files
The CONSULTANT shall prepare the Lighting Design file to include all necessary design elements and all associated
reference files.
23.6 Temporary Lighting – N/A, by the CONTRACTOR if required.
23.7 Design Documentation – N/A; included in LDAR
23.8 Quantities
23.9 Cost Estimate
23.10 Technical Special Provisions and Modified Special Provisions
23.11 Other Lighting Analysis
23.12 Field Reviews
The CONSULTANT shall collect information from the maintaining agencies and conduct a field review. The review should
include but is not limited to the following:
Existing Lighting Equipment
Load Center, Capabilities and Condition/Age
Condition of Lighting Structure(s)
Verification of horizontal clearances
Verification of breakaway requirements
23.13 Technical Meetings
23.14 Quality Assurance/Quality Control
23.15 Independent Peer Review
23.16 Supervision
23.17 Coordination
24 LIGHTING PLANS (N/A)
The CONSULTANT shall prepare a set of Lighting Plans in accordance with all applicable manuals, guidelines, standards,
handbooks, procedures, and current design memorandums.
24.1 Key Sheet
24.2 Summary of Pay Item Sheet Including Designer Interface Quantity Input
24.3 Tabulation of Quantities
24.4 General Notes/Pay Item Notes
24.5 Pole Data, Legend & Criteria
24.6 Service Point Details
24.7 Project Layout
24.8 Plan Sheet
24.9 Special Details
24.10 Temporary Lighting Data and Details
24.11 Temporary Traffic Control Plan Sheets
24.12 Interim Standards
24.13 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.
24.14 Supervision
25 LANDSCAPE ANALYSIS (N/A)
The CONSULTANT shall analyze and document Landscape Architecture Tasks in accordance with all applicable manuals,
guidelines, standards, handbooks, procedures, and current design memorandums.
25.1 Data Collection
All research required to collect data necessary to complete the initial design analysis. Includes identifying local ordinances
and collection of other project data as defined in the “Collier COUNTY Best Management Practices for Landscape Design
and Permitting within the Right-of-Way” (as approved by the Board September 28, 2016).
25.2 Site Inventory and Analysis for Proposed Landscape
Includes identification of opportunities and constraints for the proposed landscape project based on existing site conditions.
Identify available planting areas for nursery landscape material. Summary of analysis, if required, is included in conceptual
design. Roll plots may be required.
25.2a Selective Clearing and Grubbing Site Inventory
25.2b Inventory and Analysis
25.2 c1 Vegetation Disposition Plan- Mainline
25.3 Planting Design – N/A.
25.3 a Conceptual Planting Design – N/A.
25.3b Final Planting Design – N/A.
25.4 Irrigation Design – N/A.
25.4 a Conceptual Irrigation Design – N/A.
25.4b Final Irrigation Design – N/A.
25.5 Hardscape Design
25.5 Hardscape Design
Landscape/Irrigation Plans are not included in this Scope of Services.
The CONSULTANT shall provide “base level of landscaping” in the roadway plans as follows: electrical and irrigation
sleeving, clean median backfill with landscape quality soil, non-mountable Type F curbing and brick pavers at the median
ends. Specification and references in “Landscape and Irrigation Specifications for Beautification Improvements” are found
in the Collier COUNTY’s Right of Way Manual. Plans will be reviewed by Collier COUNTY Landscape Design and
Maintenance Staff.
25.6 Roll Plots
Task includes any roll plots for the project to aid in developing final plans (landscape opportunity, disposition, site inventory
and analysis, etc.)
25.7 Cost Estimates
25.8 Technical Special Provisions and Modified Special Provisions
25.9 Inspection Services
Services may include: on-site inspection, construction, observation, monitoring, supervision, and any reporting
requirements.
25.10 Other Landscape Services – N/A
25.11 Outdoor Advertising – N/A
25.12 Field Reviews
25.13 Technical Meetings / Public Meetings – N/A
25.14 Quality Assurance/Quality Control
25.15 Independent Peer Review – N/A
25.16 Supervision
25.17 Project Coordination
25.18 Interdisciplinary Coordination
26 LANDSCAPE PLANS (N/A)
The CONSULTANT shall prepare a set of Landscape Plans which includes the following.
26.1 Key Sheet– N/A
26.2 Tabulation of Quantities and Plant Schedule – N/A
26.3 General Notes – N/A
26.4 Tree and Vegetation Protection and Relocation Plans and Tree Disposition Plans – N/A
26.5 Planting Plans for Linear Roadway Projects– N/A
26.6 Planting Plans (Interchanges and Toll Plazas) – N/A
26.7 Planting Details and Notes – N/A
26.8 Irrigation Plans for Linear Roadway Project – N/A
26.9 Irrigation Plans for Interchange and Toll Plazas – N/A
26.10 Irrigation Details and Notes – N/A
26.11 Hardscape Plans – N/A
26.12 Hardscape Details and Notes
26.13 Landscape Maintenance Plan– N/A
26.14 Quality Assurance/Quality Control
26.15 Supervision
27 SURVEY
The CONSULTANT shall perform survey tasks in accordance with all applicable statutes, manuals, guidelines, standards,
handbooks, procedures, and current design memoranda.
The CONSULTANT shall submit all survey notes and computations to document the surveys. All field survey work shall be
recorded in approved media and submitted to the COUNTY. Field books submitted to the COUNTY must be of an approved type.
The field books shall be certified by the surveyor in responsible charge of work being performed before the final product is submitted.
The survey notes shall include documentation of decisions reached from meetings, telephone conversations or site visits. All like
work (such as bench lines, reference points, etc.) shall be recorded contiguously. The COUNTY may not accept field survey radial
locations of section corners, platted subdivision lot and block corners, alignment control points, alignment control reference points
and certified section corner references. The COUNTY may instead require that these points be surveyed by true line, traverse or
parallel offset or Global Positioning Systems (GPS) procedures.
27.1 Horizontal Project Control (HPC)
Establish or recover HPC, for the purpose of establishing horizontal control on the Florida State Plane Coordinate System
or datum approved by the COUNTY Project Manager; may include primary or secondary control points. Includes analysis
and processing of all field collected data, and preparation of forms.
27.2 Vertical Project Control (VPC)
Establish or recover VPC, for the purpose of establishing vertical control on datum approved by the COUNTY Project
Manager; may include primary or secondary vertical control points. Includes analysis and processing of all field collected
data, and preparation of forms.
27.3 Alignment and/or Existing Right of Way (R/W) Lines
Establish, recover or re-establish project alignment. Also includes analysis and processing of all field collected data, existing
maps, and/or reports for identifying mainline, ramp, offset, or secondary alignments. Depict alignment and/or existing R/W
lines (in required format) per COUNTY R/W Maps, platted or dedicated rights of way.
27.4 Aerial Targets
Place, locate, and maintain required aerial targets and/or photo identifiable points. Includes analysis and processing of all
field collected data, existing maps, and/or reports. Placement of the targets will be at the discretion of the aerial firm.
27.5 Reference Points
Reference Horizontal Project Control (HPC) points, project alignment, vertical control points, section, ¼ section, center of
section corners and General Land Office (G.L.O.) corners as required.
27.6 Topography/Digital Terrain Model (DTM) (3D)
Locate all above ground features and improvements for the limits of the project by collecting the required data for the
purpose of creating a DTM with sufficient density. Shoot all break lines, high and low points. Effort includes field edits,
analysis and processing of all field collected data, existing maps, and/or reports.
27.7 Planimetric (2D)
Locate all above ground features and improvements. Deliver in appropriate electronic format. Effort includes field edits,
analysis and processing of all field collected data, existing maps, and/or reports.
27.8 Roadway Cross Sections/Profiles
Perform cross sections or profiles. May include analysis and processing of all field-collected data for comparison with DTM.
27.9 Side Street Surveys
Refer to tasks of this document as applicable.
27.10 Underground Utilities
Designation includes 2-dimensional collection of existing utilities and selected 3-dimensional verification as needed for
designation. Location includes non-destructive excavation to determine size, type and location of existing utility, as
necessary for final 3-dimensional verification. Survey includes collection of data on points as needed for designates and
locates. Includes analysis and processing of all field collected data, and delivery of all appropriate electronic files.
The CONSULTANT shall SUE all locations that include new underground infrastructure or earthwork excavation (i.e.
drilled shafts, bridge piles, strain poles, mast arms, miscellaneous foundations, drainage structures, pipe culverts, new
ditches, etc.). The expectation is for the CONSULTANT to know exactly where all existing underground utilities and
infrastructure are located in areas that work will be performed to properly design for any new underground infrastructure or
earthwork excavation that will be constructed on the project.
The CONSULTANT’s approach to practicing SUE shall be consistent with the American Society of Civil Engineers
(ASCE) Standard (CI/ASCE 38-02) entitled “Standard Guideline for the Collection and Depiction of Existing Subsurface
Utility Data” as follows:
• Identify utility owners that have facilities on, or may be affected by, the project limits. Contact these utility owners
(face to face meetings recommended) and provide them with information about the proposed project and schedule periodic
follow-up meetings. (ASCE Quality Level D).
• Review all information that can be obtained and plot on utility composite drawing (CADD file to be furnished).
(ASCE Quality Level D).
• Make field observations to identify visible above-ground utility features. Provide all information in field sketches
so surveyor can prepare a complete survey and plot a rectilinear grid. (ASCE Quality Level C)
• Use appropriate surface geophysical methods (i.e., pipe and cable locators, terrain conductivity methods, resistively
measurements, metal detectors, Ground Penetrating Radar, etc.) to designate existing subsurface utilities or to trace a
particular utility system. This provides two-dimensional horizontal information. Place paint marks on the ground. Place
identification flags or stakes on the paint marks or coding on the pavement and survey to project controls. Depict resulting
information via computer aided design and drafting (CADD). Provide notes and sketches to designer of record and/or on-
site engineer. Non-tonable (non-metallic) utilities will be discussed at this time with the designer of record and/or on-site
engineer. (ASCE Quality Level B).
• Meet with designer of record and/or on-site engineer to determine utility conflicts and ASCE Quality Level A test
hole locations.
• Expose selected subsurface utilities to obtain three-dimensional information. Use minimally intrusive excavation
methods, such as vacuum excavation and Air-Lance. Depict resulting information. Resolve differences between all
information gathered. Provide test hole data sheets (THDS) to designer of record and/or on-site engineer. All test holes are
to be back-filled as described below. (ASCE Quality Level A).
On completion, test holes shall be restored to the following:
a. Backfilled with in-kind material
b. Placed backfill using proper techniques
c. Restored pavement with in-kind material
d. Restored areas outside of pavement to pre-excavation conditions
• Collect and store utility location and condition information in a database for asset management. Provide a detailed
report of utility locations, depths, size, type, etc. All information shall be provided in the format preapproved by the
COUNTY.
27.11 Outfall Survey
Locate all above ground features and improvements for the limits of the project by collecting the required data for the
purpose of a DTM. Survey with sufficient density of shots. Shoot all break lines, high and low points. Includes field edits,
analysis and processing of all field collected data, existing maps, and/or reports.
27.12 Drainage Survey
Locate underground data (XYZ, pipe size, type, condition and flow line) that relates to above ground data. Includes field
edits, analysis and processing of all field collected data, existing maps, and/or reports.
27.13 Bridge Survey (Minor/Major)
Locate required above ground features and improvements for the limits of the bridge. Includes field edits, analysis and
processing of all field collected data, existing maps, and/or reports.
27.14 Channel Survey
Locate all topographic features and improvements for the limits of the project by collecting the required data. Includes field
edits, analysis and processing of all field collected data, maps, and/or reports.
27.15 Pond Site Survey
Refer to tasks of this document as applicable.
27.16 Mitigation Survey
Refer to tasks of this document as applicable.
27.17 Jurisdiction Line Survey
Perform field location (2-dimensional) of jurisdiction limits as defined by respective authorities, also includes field edits,
analysis and processing of all field collected data, preparation of reports.
27.18 Geotechnical Support
Perform 3-dimensional (X,Y,Z) field location, or stakeout, of boring sites established by geotechnical engineer. Includes
field edits, analysis and processing of all field collected data and/or reports.
27.19 Sectional/Grant Survey
Perform field location/placement of section corners, 1/4 section corners, and fractional corners where pertinent. Includes
analysis and processing of all field-collected data and/or reports.
27.20 Subdivision Location
Survey all existing recorded subdivision/condominium boundaries, tracts, units, phases, blocks, street R/W lines, common
areas. Includes analysis and processing of all field collected data and/or reports. If unrecorded subdivision is on file in the
public records of the subject COUNTY, tie existing monumentation of the beginning and end of unrecorded subdivision.
27.21 Maintained R/W
Perform field location (2-dimensional) of maintained R/W limits as defined by respective authorities, if needed. Also
includes field edits, analysis and processing of all field collected data, preparation of reports.
27.22 Boundary Survey
Perform boundary survey as defined by COUNTY standards. Includes analysis and processing of all field-collected data,
preparation of reports.
27.23 Water Boundary Survey
Perform Mean High Water, Ordinary High Water and Safe Upland Line surveys as required by COUNTY standards.
27.24 Right of Way Staking, Parcel / Right of Way Line
Perform field staking and calculations of existing/proposed R/W lines for on-site review purposes.
27.25 Right of Way Monumentation
Set R/W monumentation as depicted on final R/W maps for corridor and water retention areas.
27.26 Line Cutting
Perform all efforts required to clear vegetation from the line of sight.
27.27 Work Zone Safety
Provide work zone as required by COUNTY standards.
27.28 Vegetation Survey
Locate vegetation within the project limits.
27.29 Tree Survey
Locate individual trees or palms within the project limits.
27.30 Miscellaneous Surveys
Refer to tasks of this document, as applicable, to perform surveys not described herein. The percent for Supplemental
will be determined at negotiations. This item can only be used if authorized in writing by the COUNTY Project
Manager.
27.31 Supplemental Surveys
Supplemental survey days and hours are to be approved in advance by COUNTY Project Manager. Refer to tasks of this
document, as applicable, to perform surveys not described herein.
27.32 Document Research
Perform research of documentation to support field and office efforts involving surveying and mapping.
27.33 Field Review
Perform verification of the field conditions as related to the collected survey data.
27.34 Technical Meetings
Attend meetings as required and negotiated by the Surveying and Mapping COUNTY.
27.35 Quality Assurance/Quality Control (QA/QC)
Establish and implement a QA/QC plan. Also includes SUBCONSULTANT review, response to comments and any
resolution meetings if required, preparation of submittals for review, etc.
27.36 Supervision
Perform all activities required to supervise and coordinate project. These activities must be performed by the project
supervisor, a Florida P.S.M. or their delegate as approved by the COUNTY Project Manager.
27.37 Coordination
Coordinate survey activities with other disciplines. These activities must be performed by the project supervisor, a Florida
P.S.M. or their delegate as approved by the COUNTY Project Manager.
28 PHOTOGRAMMETRY (N/A)
The CONSULTANT shall perform photogrammetric tasks in accordance with all applicable statues, manuals, guidelines,
standards, handbooks, procedures, and current design memoranda.
In addition to the maps and photographic products, the CONSULTANT shall submit all computations to document the
mapping. This will include documentation of all decisions reached from meetings, telephone conversations, and site visits.
28.1 Flight Preparation
Review record data, create target diagrams, and plan the mission.
28.2 Control Point Coordination
Determine photo identifiable control points, and mark contact prints.
28.3 Mobilization
Perform pre- and post-flight aircraft inspection; prepare the aircraft and camera for the mission.
28.4 Flight Operations
Operate the aircraft, aerial camera, and other instruments to obtain aerial photography.
28.5 Film Processing
Process, check, and annotate the aerial film.
28.6 Photo Products
Prepare contact prints, contact diapositives, and photo enlargements.
28.7 Scanning
Scan photographic images.
28.8 LiDAR
Includes data acquisition, post processing of LiDAR data to XYZ coordinates for "bare earth" classification.
28.9 Aerial Triangulation
Measure and adjust control within aerial images.
28.10 Surfaces
Includes collection of break lines and spot elevations.
28.11 Ortho Generation
Includes creation of final images.
28.12 Rectified Digital Imagery (Georeferenced)
Create the rectified digital image.
28.13 Mosaicking
Create the mosaic.
28.14 Sheet Clipping
Create plot files for sheets from the database.
28.15 Topographics (3D)
Prepare topographic maps including surface and planimetrics. (Photogrammetrist will not propose hours for Surfaces and
Topographics.)
28.16 Planimetrics (2D)
Prepare 2D planimetric map.
28.17 Drainage Basin
Includes preparing drainage basin maps in clipped "sheet" format.
28.18 CADD Edit
Perform final edit of graphics for delivery of required Microstation design files (. dgn), CADD, and Geopak files.
28.19 Data Merging
Merge photogrammetric files, field survey files, and data from other sources.
28.20 Miscellaneous
Other tasks not specifically addressed in this document.
28.21 Field Review
Perform on site review of maps.
28.22 Technical Meetings
Attend meetings as required.
28.23 Quality Assurance/Quality Control
Establish and implement a QA/QC plan.
28.24 Supervision
Supervise all photogrammetric activities. This task must be performed by the project supervisor, a Florida P.S.M.
28.25 Coordination
Coordinate with all elements of the project to produce a final photogrammetric product.
29 MAPPING
The CONSULTANT will be responsible for the preparation of control survey maps, right of way maps, maintenance maps, sketches,
other miscellaneous survey maps, and legal descriptions as required for this project in accordance with all applicable COUNTY
Manuals, Procedures, Handbooks, District specific requirements, and Florida Statutes. All maps, surveys and legal descriptions will
be prepared under the direction of a Florida Professional Surveyor and Mapper (PSM) to COUNTY size and format requirements
utilizing COUNTY approved software, and will be designed to provide a high degree of uniformity and maximum readability. The
CONSULTANT will submit maps, legal descriptions, quality assurance check prints, checklists, electronic media files and any other
documents as required for this project to the COUNTY for review at stages of completion as negotiated.
Master CADD File
29.1 Alignment
29.2 Section and 1/4 Section Lines
29.3 Subdivisions / Property Lines
29.4 Existing Right of Way
29.5 Topography
29.6 Parent Tract Properties and Existing Easements
29.7 Proposed Right of Way Requirements
The ENGINEER OF RECORD (EOR) will provide the proposed requirements. The PSM is responsible for calculating the
final geometry. Notification of Final Right of Way Requirements along with the purpose and duration of all easements will
be specified in writing.
29.8 Limits of Construction
The limits of construction DGN file as provided by the EOR will be imported or referenced to the master CADD file.
Additional labeling will be added as required. The PSM is required to advise the EOR of any noted discrepancies between
the limits of construction line and the existing/proposed right of way lines, and for making adjustments as needed when a
resolution is determined.
29.9 Jurisdictional/Agency Lines
These lines may include, but are not limited to, jurisdictional, wetland, water boundaries, and COUNTY limit lines.
Sheet Files
29.10 Control Survey Cover Sheet – N/A
29.11 Control Survey Key Sheet– N/A
29.12 Control Survey Detail Sheet– N/A
29.13 Right of Way Map Cover Sheet– N/A
29.14 Right of Way Map Key Sheet– N/A
29.15 Right of Way Map Detail Sheet– N/A
29.16 Maintenance Map Cover Sheet– N/A
29.17 Maintenance Map Key Sheet– N/A
29.18 Maintenance Map Detail Sheet– N/A
29.19 Reference Point Sheet– N/A
This sheet(s) will be included with the Control Survey Map, Right of Way Map and Maintenance Map.
29.20 Project Control Sheet
This sheet depicts the baseline, the benchmarks, the primary and secondary control points and their reference points
including the type of material used for each point, their XYZ coordinates, scale factors and convergence angles. This sheet(s)
may be included with the Control Survey Map, Right of Way Map and Maintenance Map.
29.21 Table of Ownerships Sheet– N/A
Miscellaneous Surveys and Sketches
29.22 Parcel Sketches
29.23 TIITF Sketches– N/A
29.24 Other Specific Purpose Survey(s) – N/A
29.25 Boundary Survey(s) Map
29.26 Right of Way Monumentation Map
29.27 Title Search Map– N/A
29.28 Title Search Report
29.29 Legal Descriptions
29.30 Final Map/Plans Comparison
The PSM will perform a comparison of the final right of way maps with the available construction plans to review the
correctness of the type of parcel to be acquired and the stations/offsets to the required right of way. The PSM will coordinate
with the EOR to resolve any conflicts or discrepancies and provide documentation of the review.
29.31 Field Reviews
29.32 Technical Meetings
29.33 Quality Assurance/Quality Control
29.34 Supervision
29.35 Coordination
29.36 Supplemental Mapping– N/A
30 TERRESTRIAL MOBILE LiDAR -N/A.
The CONSULTANT shall perform Terrestrial Mobile LiDAR tasks in accordance with all applicable statutes, manuals, guidelines,
standards, handbooks, procedures, and current design memoranda.
In addition to the maps and LiDAR products, the CONSULTANT shall submit all computations and reports to support the mapping.
This will include documentation of all decisions reached from meetings, telephone conversations, and site visits.
30.1 Terrestrial Mobile LiDAR Mission Planning
Research and prepare materials necessary for the successful execution of the Mobile LiDAR Mission. This includes but is
not limited to route and safety planning, GPS /data acquisition scheduling, weather reports, and site terrain research.
30.2 Project Control Point Coordination
All efforts necessary to coordinate the proper placement of project ground control i.e. base stations, transformation control
points, and validation points, supporting the Mobile LiDAR survey.
30.3 Terrestrial Mobile LiDAR Mobilization
Prepare the LiDAR sensor and vehicle for project data collection, and get specialized personnel and equipment on site.
30.4 Terrestrial Mobile LiDAR Mission
Perform site calibrations of LiDAR sensor and collect laser survey data, including any simultaneous base station GPS
occupations and operation of any necessary safety equipment.
30.5 Terrestrial Mobile LiDAR Processing
Download and post process collected measurement data from Mobile LiDAR vehicle sensors, and any base stations occupied
during mission. Analyze Mobile LiDAR measurement points and scan route overlaps. Separate any large point cloud data
sets into manageable file sizes with corresponding indexes.
30.6 Terrestrial Mobile Photography Processing
Process, reference, and name digital photographic imagery files collected during Mobile LiDAR mission.
30.7 Transformation / Adjustment
Adjust LiDAR point cloud data to Project Control points. Create point cloud data file(s) in approved digital format. Prepare
required reports of precision and accuracy achieved. If this task is performed by separate firm, or is the final product to be
delivered, include effort for Survey Report.
30.8 Classification / Editing
Identify and attribute (classify) point cloud data into requested groups. Classify or remove erroneous points.
30.9 Specific Surface Reporting
Prepare reports, data and/or graphics of specific surface details such as, but not limited to pavement rutting, bridge structure
clearance to roadway surface.
30.10 Topographic (3D) Mapping
Produce three dimensional (3D) topographic survey map(s) from collected Mobile LiDAR data. This includes final
preparation of Construction Information Management (CIM) deliverable, if applicable.
30.11 Topographic (2D) Planimetric Mapping
Produce two dimensional (2D) planimetric map(s) from collected Mobile LiDAR data.
30.12 CADD Edits
Perform final edit of graphics for delivery of required CADD files. This includes final presentation of CIM deliverable, if
applicable.
30.13 Data Merging
Merge Mobile LiDAR survey and mapping files, with other field survey files, and data from other sources.
30.14 Miscellaneous
Other tasks not specifically addressed in this document.
30.15 Field Reviews
Perform on site review of maps.
30.16 Technical Meetings
Attend meetings as required.
30.17 Quality Assurance/ Quality Control
Establish and implement a QA/QC plan.
30.18 Supervision
Supervise all Terrestrial Mobile LiDAR activities. This task must be performed by the project supervisor, a Florida P.S.M.
30.19 Coordination
Coordinate with all elements of the project to produce a final product.
31 ARCHITECTURE DEVELOPMENT – N/A.
32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT- N/A (see PD&E Study)
33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS (N/A)
34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS – N/A
35 GEOTECHNICAL
The CONSULTANT shall, for each project, be responsible for a complete geotechnical investigation. All work performed by the
CONSULTANT shall be in accordance with FDOT standards.
Before beginning each phase of investigation and after the Notice to Proceed is given, the CONSULTANT shall submit an
investigation plan for approval and meet with the COUNTY’s Project Manager or representative to review the project scope and
COUNTY requirements. The investigation plan shall include, but not be limited to, the proposed boring locations and depths, and
all existing geotechnical information from available sources to generally describe the surface and subsurface conditions of the project
site. Additional meetings may be required to plan any additional field efforts, review plans, resolve plans/report comments, resolve
responses to comments, and/or any other meetings necessary to facilitate the project.
The CONSULTANT shall notify the COUNTY in adequate time to schedule a representative to attend all related meetings and
field activities.
A subsoil investigation plan shall be submitted to the COUNTY for approval prior to site investigation. Muck and cap rock
conditions are typical to Southwest Florida. Not encountering muck and cap rock is outside the norm in Collier COUNTY. The
presence of both must be identified and quantified in the soils report for the project. To do this may require additional hand holes in
muck and deeper drill holes to penetrate the cap rock and identify the soil layers below than was originally shown in the investigation
plan.
The Soils Report shall contain a signed statement by the Geotechnical Engineer that they have walked the project site and verified
to the best of their ability that information provided in the report is representative of what the surface conditions and vegetation
suggest would exist below.
Where cap rock is expected to be encountered in the installation of stormwater pipe and other structures, the pay items "Rock Trench
Excavation" and "muck removal" (if encountered) shall be provided.
All Geotechnical work shall meet the minimum requirements of the FDOT Soils and Foundations Handbook.
35.1 Document Collection and Review
CONSULTANT will review printed literature including topographic maps, COUNTY agricultural maps, aerial
photography (including historic photos), ground water resources, geology bulletins, potentiometric maps, pile driving
records, historic construction records and other geotechnical related resources. Prior to field reconnaissance,
CONSULTANT shall review U.S.G.S., S.C.S. and potentiometric maps, and identify areas with problematic soil and
groundwater conditions.
Roadway
The CONSULTANT shall be responsible for coordination of all geotechnical related field work activities. The
CONSULTANT shall retain all samples until acceptance of 100% plans. Rock cores shall be retained as directed in writing
by the COUNTY Project Manager.
The CONSULTANT shall perform specialized field-testing in accordance with the FDOT Soils and Foundation Handbook
and as required by project needs which may include but not be limited to:
Roadway auger borings every 100 feet to a depth of 6 feet.
LBR sampling and testing at 3 per mile.
Pavement core sampling and testing at 1 sample per 1,000 feet.
Corrosion series testing at sample per abundant stratum per 1,000 feet
Buried storm sewer system SPT borings to a depth of 20 feet every 500 feet
SPT borings on all corners of intersection for all new signals and/or mast arm to a depth of 25 feet.
Two corrosion series tests at each intersection location
Two SPT borings to a depth of 25 feet at each wet detention pond location
Two borehole permeability tests at each wet detention pond location
Piezometer installations at 1 per pond for Seasonal High Groundwater Level (SHGWL) determinations
Exfiltration test per 500 feet of exfiltration trench
If required by the COUNTY Project Manager, a preliminary roadway exploration shall be performed before the 30% plans
submittal. The preliminary roadway exploration will be performed, and results provided to the Engineer of Record to assist
in setting roadway grades and locating potential problem areas. The preliminary roadway exploration shall be performed as
directed in writing by the COUNTY Project Manager.
CONSULTANT shall perform specialized field-testing as required by project needs and as directed in writing by the
COUNTY Project Manager.
All laboratory testing and classification will be performed in accordance with applicable COUNTY standards, ASTM
Standards or AASHTO Standards, unless otherwise specified in the Contract Documents.
35.2 Develop Detailed Boring Location Plan
Develop a detailed boring location plan. Meet with COUNTY Geotechnical Project Manager for boring plan approval. If
the drilling program expects to encounter artesian conditions, the CONSULTANT shall submit a methodology(s) for
plugging the borehole to the COUNTY for approval prior to commencing with the boring program.
35.3 Stake Borings/Utility Clearance
Stake borings and obtain utility clearance.
35.4 Muck Probing
Probe standing water and surficial muck in a detailed pattern sufficient for determining removal limits to be shown in the
Plans.
35.5 Coordinate and Develop TTCP for Field Investigation
Coordinate and develop Temporary Traffic Control Plan (TTCP). All work zone traffic control will be performed in
accordance with the COUNTY’s Standard Plans Index 102 series.
35.6 Drilling Access Permits
Obtain all State, COUNTY, and Water Management District permits for performing geotechnical borings, as needed.
35.7 Property Clearances
Notify property tenants in person of drilling and field activities, if applicable. Written notification to property owners/tenants
is the responsibility of the CONSULTANT. The CONSULTANT shall be responsible for assembling a list of all property
owners where access is required for conducting geotechnical investigations. A standardized letter shall be prepared by the
CONSULTANT for review and approval by the COUNTY prior to notifying affected property owners.
35.8 Groundwater Monitoring
Monitor groundwater, using piezometers.
35.9 LBR / Resilient Modulus Sampling
Collect appropriate samples for Limerock Bearing Ratio (LBR) testing. Deliver Resilient Modulus samples to a location as
directed by the COUNTY.
35.10 Coordination of Field Work
Coordinate all field work required to provide geotechnical data for the project.
35.11 Soil and Rock Classification - Roadway
Refine soil profiles recorded in the field, based on results of laboratory testing.
35.12 Design LBR
Determine design LBR values from the 90% and mean methods when LBR testing is required by the COUNTY.
35.13 Laboratory Data
Tabulate laboratory test results for inclusion in the geotechnical report, the report of tests sheet (Roadway Soil Survey Sheet),
and for any necessary calculations and analyses.
35.14 Seasonal High-Water Table
Review the encountered ground water levels and estimate seasonal high ground water levels. Estimate seasonal low ground
water levels, if requested.
35.15 Parameters for Water Retention Areas
Calculate parameters for water retention areas, exfiltration trenches, and/or swales.
35.16 Delineate Limits of Unsuitable Material
Delineate limits of unsuitable material(s) in both horizontal and vertical directions. Assist the Engineer of Record with
detailing these limits on the cross-sections. If requested, prepare a plan view of the limits of unsuitable material.
35.17 Electronic Files for Cross-Sections
Create electronic files of boring data for cross-sections.
35.18 Embankment Settlement and Stability
Estimate the total magnitude and time rate of embankment settlements. Calculate the factor of safety against slope stability
failure.
35.19 Monitor Existing Structures
Coordinate with EOR and structural engineer (when applicable) to identify and develop mitigation strategies for sensitive
structures and facilities which require special considerations for settlement, vibration and/or groundwater monitoring by the
contractor during construction. When there is risk of damage to the structure or facility, provide recommendations in the
geotechnical report addressing project specific needs and coordinate those locations with the EOR. See PPM Volume I
Chapter 34 and Chapter 9 of the Soils and Foundations Handbook.
35.20 Stormwater Volume Recovery and/or Background Seepage Analysis
Perform stormwater volume recovery analysis as directed by the COUNTY.
35.21 Geotechnical Recommendations
Provide geotechnical recommendations regarding the proposed roadway construction project including the following:
description of the site/alignment, design recommendations and discussion of any special considerations (i.e. removal of
unsuitable material, consolidation of weak soils, estimated settlement time/amount, groundwater control, high groundwater
conditions relative to pavement base, etc.) Evaluate and recommend types of geosynthetics and properties for various
applications, as required.
35.22 Pavement Condition Survey and Pavement Evaluation Report
If a pavement evaluation is performed, submit the report in accordance with Section 3.2 of the Materials Manual: Flexible
Pavement Coring and Evaluation. Enter all core information into the Pavement Coring and Reporting (PCR) system.
35.23 Preliminary Roadway Report
If a preliminary roadway investigation is performed, submit a preliminary roadway report before the Phase I plans submittal.
The purpose of the preliminary roadway report will be to assist in setting road grades and locating potential problems.
Copies of U.S.G.S. and S.C.S. maps with project limits shown.
A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e. soils grouped into
layers of similar materials) and construction recommendations relative to Standard Plans Indices 120-001 and
120-002.
The results of all tasks discussed in all previous sections regarding data interpretation and analysis.
An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample embankment
settlement and stability calculations, design LBR calculation/graphs, and other pertinent calculations.
The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY and submit
any responses and revised reports.
35.24 Final Report
The Final Roadway Report shall include the following:
Copies of U.S.G.S. and S.C.S. maps with project limits shown.
A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e. soils grouped into
layers of similar materials) and construction recommendations relative to Standard Plans Indices 120-001 and
120-002.
The results of all tasks discussed in all previous sections regarding data interpretation and analysis.
An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample embankment
settlement and stability calculations, design LBR calculation/graphs, and other pertinent calculations.
The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY and submit
any responses and revised reports.
35.25 Auger Boring Drafting
Draft auger borings as directed by the COUNTY.
35.26 SPT Boring Drafting
Draft SPT borings as directed by the COUNTY.
The CONSULTANT shall be responsible for coordination of all geotechnical related fieldwork activities. The
CONSULTANT shall retain all samples until acceptance of 100% plans. Rock cores shall be retained as directed in writing
by the COUNTY Project Manager.
CONSULTANT shall perform specialized field-testing as required by needs of project and as directed in writing by the
COUNTY Project Manager.
All laboratory testing and classification will be performed in accordance with applicable FDOT standards, ASTM Standards
or AASHTO Standards, unless otherwise specified in the Contract Documents.
The staff hour tasks for high embankment fills and structural foundations for bridges, box culverts, walls, high-mast lighting,
overhead signs, mast arm signals, strain poles, buildings, and other structures include the following:
35.27 Develop Detailed Boring Location Plan
Develop a detailed boring location plan. Meet with COUNTY Geotechnical Project Manager for boring plan approval. If
the drilling program expects to encounter artesian conditions, the CONSULTANT shall submit a methodology(s) for
plugging the borehole to the COUNTY for approval prior to commencing with the boring program.
35.28 Stake Borings/Utility Clearance
Stake borings and obtain utility clearance.
35.29 Coordinate and Develop TTCP for Field Investigation
Coordinate and develop TTCP plan. All work zone traffic control will be performed in accordance with the COUNTY’s
Standard Plans Index 102 series.
35.30 Drilling Access Permits
Obtain all State, COUNTY, City, and Water Management District permits for performing geotechnical borings, as needed.
35.31 Property Clearances
Notify property tenants in person of drilling and field activities, if applicable. Written notification to property owners/tenants
is the responsibility of the COUNTY’s Project Manager.
35.32 Collection of Corrosion Samples
Collect corrosion samples for determination of environmental classifications.
35.33 Coordination of Field Work
Coordinate all field work required to provide geotechnical data for the project.
35.34 Soil and Rock Classification - Structures
Soil profiles recorded in the field should be refined based on the results of laboratory testing.
35.35 Tabulation of Laboratory Data
Laboratory test results should be tabulated for inclusion in the geotechnical report and for the necessary calculations and
analyses.
35.36 Estimate Design Groundwater Level for Structures
Review encountered groundwater levels, estimate seasonal high groundwater levels, and evaluate groundwater levels for
structure design.
35.37 Selection of Foundation Alternatives (BRIDGE TYPE STUDY)
Evaluation and selection of foundation alternative, including the following:
GRS-IBS
Spread footings
Prestressed concrete piling - various sizes
Drilled shafts
Foundation analyses shall be performed using approved COUNTY methods. Assist in selection of the most
economical, feasible foundation alternative.
35.38 Detailed Analysis of Selected Foundation Alternate(s)- N/A
35.39 Bridge Construction and Testing Recommendations
Provide construction and testing recommendations including potential constructability problems.
35.40 Lateral Load Analysis (Optional)
Perform lateral load analyses as directed by the COUNTY.
35.41 Walls
Provide the design soil profile(s), which include the soil model/type of each layer and all soil engineering properties required
by the Engineer of Record for conventional wall analyses and recommendations. Review wall design for geotechnical
compatibility and constructability.
Evaluate the external stability of conventional retaining walls and retained earth wall systems. For retained earth wall
systems, calculate and provide minimum soil reinforcement lengths versus wall heights, and soil parameters assumed in
analysis. Estimate differential and total (long term and short term) settlements.
Provide wall construction recommendations.
35.42 Sheet Pile Wall Analysis (Optional) – N/A
Analyze sheet pile walls as directed by the COUNTY.
35.43 Design Soil Parameters for Signs, Signals, and Geotechnical Recommendations
Provide the design soil profile(s) that include the soil model/type of each layer and all soil properties required by
the Engineer of Record for foundation design. Review design for geotechnical compatibility and constructability.
35.44 Box Culvert Analysis – N/A
Provide the design soil profile(s) that include the soil model/type of each layer and all soil properties required by
the Engineer of Record for foundation design. Review design for geotechnical compatibility and constructability.
Provide lateral earth pressure coefficients.
Provide box culvert construction and design recommendations.
Estimate differential and total (long term and short term) settlements.
Evaluate wingwall stability.
35.45 Preliminary Report - BRIDGE TYPE STUDY
The preliminary structures report shall contain the following discussions as appropriate for the assigned project:
Copies of U.S.G.S. and S.C.S. maps with project limits shown.
Summary of structure background data, S.C.S., U.S.G.S., geologic and potentiometric data.
The results of all tasks discussed in all previous sections regarding data interpretation and analysis).
Recommendations for foundation installation, or other site preparation soils-related construction considerations
with plan sheets as necessary.
Any special provisions required for construction that are not addressed in the COUNTY’s Standard specification.
An Appendix which includes SPT and CPT boring/sounding profiles, data from any specialized field tests,
engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus elevation
for piles and drilled shafts, a complete FHWA check list, pile driving records (if available), and any other pertinent
information.
35.46 Final Report - Bridge and Associated Walls
The final structures report shall include the following:
Copies of U.S.G.S. and S.C.S. maps with project limits shown.
Summary of structure background data, S.C.S., U.S.G.S., geologic and potentiometric data.
The results of all tasks discussed in all previous sections regarding data interpretation and analysis.
Recommendations for foundation installation, or other site preparation soils-related construction considerations
with plan sheets as necessary.
Any special provisions required for construction that are not addressed in the COUNTY’s Standard specification.
An Appendix which includes SPT and CPT boring/sounding profiles, data from any specialized field tests,
engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus elevation
for piles and drilled shafts, a complete FHWA check list, pile driving records (if available), and any other pertinent
information.
35.47 Final Reports - Signs, Signals, Box Culvert, Walls, and High Mast Lights
The final reports shall include the following:
Copies of U.S.G.S. and S.C.S. maps with project limits shown.
Summary of structure background data, S.C.S., U.S.G.S., geologic and potentiometric data.
The results of all tasks discussed in all previous sections regarding data interpretation and analysis).
Recommendations for foundation installation, or other site preparation soils-related construction considerations
with plan sheets as necessary.
Any special provisions required for construction that are not addressed in the COUNTY’s Standard specification.
An Appendix which includes SPT and CPT boring/sounding profiles, data from any specialized field tests,
engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus elevation
for piles and drilled shafts, a complete FHWA check list, pile driving records (if available), and any other pertinent
information.
Final reports will incorporate comments from the COUNTY and contain any additional field or laboratory test results,
recommended foundation alternatives along with design parameters and special provisions for the contract plans. These
reports will be submitted to the COUNTY Project Manager for review prior to project completion. After review by the
COUNTY, the reports will be submitted to the COUNTY Project Manager in final form and will include the following:
All original plan sheets (11” x 17”)
One set of all plan and specification documents, in electronic format, according to COUNTY requirements
Two sets of record prints
Six sets of any special provisions
All reference and support documentation used in preparation of contract plans package
Additional final reports (up to four), aside from stated above, may be needed and requested for the COUNTY’s Project
Manager and other disciplines.
The final reports, special provisions, as well as record prints, will be signed and sealed by a Professional Engineer licensed
in the State of Florida.
Draft the detailed boring/sounding standard sheet, including environmental classification, results of laboratory testing, and
specialized construction requirements, for inclusion in final plans.
35.48 SPT Boring Drafting
Prepare a complete set of drawings to include all SPT borings, auger borings and other pertinent soils information in the
plans. Include these drawings in the Final Geotechnical Report. Draft borings, location map, S.C.S. map and U.S.D.A. map
as directed by the COUNTY. Soil symbols must be consistent with those presented in the latest Florida COUNTY of
Transportation Soils and Foundations Handbook.
35.49 Other Geotechnical
Other geotechnical effort specifically required for the project as determined by the COUNTY and included in the
geotechnical upset limit.
35.50 Technical Special Provisions and Modified Special Provisions
35.51 Field Reviews
Identify and note surface soil and rock conditions, surface water conditions and locations, and preliminary utility conflicts.
Observe and note nearby structures and foundation types.
35.52 Technical Meetings
35.53 Quality Assurance/Quality Control
35.54 Supervision
35.55 Coordination
36 3D MODELING – N/A
37 PROJECT REQUIREMENTS
37.1 Liaison Office
The COUNTY 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
RESPONSE FORMAT AND SCORING CRITERIA FOR DEVELOPMENT OF SHORTLIST:
VENDOR CHECKLIST
receive advice from various state, regional, and local agencies, the final direction on all matters of this project remain with
the COUNTY Project Manager.
37.2 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 indicated personnel shall be subject to review and approval by COUNTY.
37.3 Progress Reporting
The CONSULTANT shall meet with the COUNTY as required and shall provide a written monthly progress report with
approved schedule, schedule status, and payout curve or by using the earned value method that describe 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 COUNTY 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.
37.4 Correspondence
Copies of all written correspondence between the CONSULTANT and any party pertaining specifically to this contract
shall be provided to the COUNTY for their records within one (1) week of the receipt or mailing of said correspondence.
37.5 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 FDOT and COUNTY
standards.
37.6 Computer Automation
The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems. 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.
The CONSULTANT shall submit all required plan submittals (60%, 90% & 100%) in CADD format.
37.7 Coordination with Other Consultants
The CONSULTANT is to coordinate his work with any and all adjacent and integral CONSULTANTs so as to effect
complete and homogenous plans and specifications for the project(s) described herein.
37.8 Optional Services
At the COUNTY’s option, the CONSULTANT may be requested to provide optional services. The fee for these services
shall be negotiated in accordance with the terms in the resultant contract, for a fair, competitive and reasonable cost,
considering the scope and complexity of the project(s). Additional services may be authorized by Change Order or
supplemental amendment in accordance with the COUNTY’s Procurement Policy. The additional services may include
other Services as required.
Proposals must be assembled, at minimum, in the order of the Evaluation Criteria listed or your proposal may be deemed non-
responsive
Evaluation Criteria Maximum Points
1. Ability of Professional Personnel 20 Points
2. Certified Minority Business Enterprise 5 Points
3. Past Performance 25 Points
4. Project Approach, Willingness to Meet Time and Budget Requirements 20 Points
5. Location 10 Points
6. Recent, Current, and Projected Workloads of the Firm 20 Points
TOTAL POSSIBLE POINTS 100 Points
For complete explanation of each evaluation criteria, please see the file titled “RPS Instructions” included with this
advertisement.
***Vendor should check off each of the following items as the necessary action is completed (please see, Vendor Check List)***
CONTACT INFORMATION:
Jesse Gill, PE, Project Manager
13461 Parker Commons Blvd. | Suite 104
Fort Myers, FL 33912
c. 239.898.9440 | o. 239.278.5999
jgill@kcaeng.com | www.kisingercampo.com
RPS No.: 22-7944
Collier County | Design Services for:
16th STREET NE BRIDGE
December 20, 2021
13461 Parker Commons Blvd. | Suite 104 | Fort Myers, FL 33912 | PHONE 239.278.5999 | www.kisingercampo.com
December 20, 2021
Collier County Government Procurement Services Division
3295 Tamiami Trail E, Building C-2 | Naples, FL 34112
Attn: Glenys Risueno, Procurement Strategist
Re: Design Services for 16th Street NE Bridge | Request for Professional Services (RPS) No.: 22-7944
Dear Ms. Risueno and Technical Review Committee:
Kisinger Campo & Associates, Corp. (KCA) understands
the Collier County Transportation Division (County) is
seeking a uniquely qualified consultant team with the
experience and technical knowledge to perform all scope
requirements and address the design needs for the
bridge construction and roadway improvements along
16th Street NE from Golden Gate Boulevard W. to Randall
Boulevard in Naples. We have a fully staffed local office
in Fort Myers, led by our local Project Manager (PM),
Jesse Gill, PE, with the support of firmwide KCA experts
and knowledgeable subconsultants. Additionally,
KCA’s Martin Horwitz, formerly served as the Florida
Department of Transportation (FDOT) Environmental
PM for the Golden Gate Estates Bridge Crossing Project
Development and Environment (PD&E) Study while
employed at FDOT District One, which included the 16th
Street NE Bridge as one of three bridges included in the
study. We believe KCA is uniquely qualified to deliver the
County exceptional service and technical knowledge for
this critical project.
Project Understanding: 16th Street NE is a major collector
roadway located within Golden Gate Estates and is a
key north-south component for the future of the County
roadway network. Currently bisected by the Golden Gate
Main Canal, the goal of the proposed project is to provide
multi-modal connectivity by constructing a new bridge
to span the Golden Gate Main Canal and include roadway
enhancements, thus improving emergency response
times, mobility and operations, service efficiency, and
safety along the corridor. Our team understands the
projected growth within the Golden Gate Estates area
and is keenly aware of the transportation infrastructure
needs and adjacent projects such as:
»Vanderbilt Beach Road Extension »Randall Boulevard Intersection Improvements »Wilson Boulevard Widening (planned project) »Planned commercial and residential development along
Randall Boulevard, which includes the 680-residential
gated community of Terreno located along Randall
Boulevard immediately east of 16th Street NE
Our experts have thoroughly considered the project
design and construction challenges in consideration
of the information provided by the County along with
detailed site reviews and the evaluation of available
as-built and adjacent development plans. We are fully
aware of the project budget ($8-9 million), and the
1 cent infrastructure surtax approved in 2018 for the
construction of these bridges. Our team is prequalified in
all advertised work groups and has extensive experience
with the FDOT Local Agency Program (LAP) process.
Comparable Experience: The projects presented in Tab 2:
Past Performance include a variety of very similar bridge
and roadway improvement projects on both state and
local highway systems involving rural and urban sections.
KCA’s local design staff recently completed the Maydell
Drive Bridge Replacement in Hillsborough County, also a
LAP project, which is scheduled to open in January 2022.
This project consists of replacing the closed down 616-
foot bridge, reconstructing the roadway approaches, and
providing pedestrian connectivity. Our local staff is also in
the final design stages of the Big Carlos Pass Replacement
project, which includes a PD&E Study and final design
plans for a 2,300-foot, high-span bridge from Estero
Island to Lovers Key in Lee County. Final design plans are
scheduled for completion within the first quarter of 2022
providing a seamless transition into the 16th Street NE
Bridge project, which includes many of the same team
members and subconsultants.
Project Team: We have assembled a strong, experienced
team that possess, at a minimum, all the requested
pre-qualifications necessary to deliver this project
successfully to the County. Our proposed team is
complemented by several highly qualified firms, many
of which are local, including Johnson Engineering, Inc. (JEI) for survey/mapping, utility design, and subsurface
utility engineering (SUE); Kimley-Horn & Associates,
Inc. (KH) for signalization, signing and pavement
marking (S&PM), and lighting; Tierra South Florida, Inc. (TSF) [MBE] for geotechnical/contamination; David M. Jones, Jr. & Associates, Inc. (DMJA) [DBE/Veteran-owned] for landscape architecture; and Archaeological
Consultants, Inc. (ACI) [DBE/MBE/WBE] for cultural
resources. Our team is fully committed to providing the
County PM, Dennis McCoy, PE, with outstanding services
through effective, practical, and constructable design.
KCA has served a variety of clients including Collier, Lee,
Hendry, Charlotte, Sarasota, Manatee, Polk, Pinellas,
Monroe, Hillsborough, and Pasco Counties; the Cities
of Naples, Fort Myers, Bonita Springs, Miramar, Winter
Haven, Tampa, Clearwater, Largo, St. Petersburg, Anna
Maria Island, Holmes Beach, and Key West; Village of
Estero; and FDOT.
Our team commits to being responsive to Collier County
and all of the vested stakeholders, delivering plans
and documents that minimize the time required from
Collier County, and ensuring the best interests of the
County and the general public are always met. All project
management and design services will be provided by our
full-service, locally based team, who are available and
committed to making the 16th Street NE Bridge project
our top priority and a success for Collier County. We
appreciate the opportunity to submit our qualifications
and experience and look forward to working with Collier
County on this important project.
Sincerely,
Kisinger Campo & Associates, Corp.
Guillermo Madriz, PE, Vice President
Kisinger Campo & Associates, Corp.
13461 Parker Commons Blvd.
Suite 104 | Fort Myers, FL 33912
Jesse Gill, PE, Project Manager
o. 239.278.5999 | jgill@kcaeng.com
page i
Collier County | 16th Street NE Bridge | RPS No. 22-7944 | page ii
Cover Letter i
Table of Contents ii
Tab 1 | Ability of Professional Personnel 1-1 to 1-50
Organizational Chart 1-2
Key Personnel Resumes 1-13 to 1-50
Tab 2 | Certified Minority Business Enterprise 2-1
Tab 3 | Past Performance 3-1 to 3-11
Form 5: Reference Questionnaires 3-7 to 3-11
Tab 4 | Project Approach, Willingness to Meet Time/Budget Requirements 4-1 to 4-7
Proposed Project Schedule 4-7
Tab 5 | Location 5-1 to 5-2
Tab 6 | Recent, Current, and Projected Workload 6-1 to 6-2
Tab 7 | Required Form Submittals 7-1 to 7-33
»Vendor Checklist
»Form 1: Vendor Declaration Statement
»Form 2: Conflict of Interest Certification
»Division of Corporations - Florida Department of State (SunBiz)
»Form 3: Immigration Affidavit Certification
»E-Verify Profile Page
»Form 4: Certification for Claiming Status as a Local Business
»Form 6: Grant Provisions and Assurances Package (N/A per Addendum 1)
»W-9 Form
»Insurance Requirements and Certificate of Insurance
»Corporate Charters
»Firm Licenses
»Local Business Tax Licenses
»Team Member Licenses
»FDOT Prequalification Letters
»Addenda Acknowledgment
Section Name Page
Table of CONTENTS
Collier County | 16th Street NE Bridge | RPS No. 22-7944 | 1-1
1
Key personnel resumes highlighting our qualifications,
relevant experience, certifications, and licensing are
included at the end of this section. Our organizational
chart is shown on the next page.
1
Ability of Professional PERSONNEL
In KCA’s project team-oriented corporate culture,
our team members dedicate themselves to a project
and remain involved from the beginning to the end
of the design. The team we have assembled meets
the County’s needs and has significant experience
working on similar bridge replacement and roadway
improvement projects. Our team is committed to
meeting the County’s scope, goals, schedule, and
budget expectations.
KCA proudly separates itself from other design firms
by offering a team of employees who have worked
together for many years. In fact, more than 80% of
our design staff have worked for KCA in excess of five
years and half over 10 years. This provides our clients
the comfort of knowing the personnel we propose will
remain on the project for its duration. The personnel
outlined in our proposal are uniquely qualified to meet
the challenges of any project, providing the County
with outstanding service.
Our staff of professionals continuously provide
design, document preparation, planning, permitting,
construction inspection, and management services to
a wide variety of municipal and private clients, as well
as FDOT.
Qualifications of Key Personnel
KCA’s priority is to maintain a staff of uncompromised
quality. One of the most significant features of this
proposal is the consideration given to the highly
qualified professionals who will be assigned to this
project. The KCA team is composed of knowledgeable
experts needed to perform the County’s required
services for the 16th Street NE Bridge design.
The primary design services for this project will
come from our Fort Myers office. At the core of our
proposed staff is Jesse Gill, PE, who will serve as the
PM and Roadway Design Engineer-of-Record (EOR)
for this project and will utilize his valuable experience
to provide Collier County with superior leadership. His
expertise translates into projects that are safe for all
users, easily constructed, and durable, resulting in cost
savings for the County. An unparalleled staff will assist
Mr. Gill as illustrated throughout this proposal.
KCA Team
Firm Name (FDOT
Pre-Qualifications)Project Role
KCA (2.0, 3.1, 3.2,
3.3, 4.1.1, 4.1.2,
4.2.1 4.2.2, 4.3.1,
4.3.2, 5.1, 5.2, 5.3,
5.4, 6.1, 6.2, 6.3.1,
6.3.2, 6.3.3, 7.1, 7.2,
7.3, 10.1, 10.3, 10.4,
10.5.1, 10.5.2, 11.0,
13.5, 13.7)
Project Management, Roadway
Design, Structures Design,
PD&E Re-Evaluation, Drainage
Design, Maintenance of
Traffic (MOT), Environmental/
Permitting, Lighting, Intelligent
Transportation Systems (ITS),
Public Involvement, Quality
Assurance/Quality Control
(QA/QC)
ACI (DBE/MBE/WBE)Cultural Resources
DMJA (DVBE)
(15.0)Landscape Architecture
KH (2.0, 3.1, 3.2,
3.3, 4.1.1, 4.1.2, 4.2.1
4.2.2, 4.3.1, 4.3.2,
5.1, 5.3, 5.4, 6.1, 6.2,
6.3.1, 6.3.2, 6.3.3,
6.3.4, 7.1, 7.2, 7.3,
10.1, 10.3, 11.0, 13.3,
13.4, 13.5, 13.6, 13.7,
15.0)
Traffic, Signals, S&PM
JEI (3.1, 3.2, 6.1, 7.1,
7.2, 7.3, 8.1, 8.2, 8.4,
10.1, 10.4, 13.6, 15.0)
Survey/Mapping, SUE, and
Utilities
TSF (MBE) (9.1, 9.2,
9.3, 9.4.1, 9.4.2, 9.5,
10.1, 10.3)
Geotechnical/Contamination
1-2
Environmental/Permitting
Catie Neal (10)
Ashley Abdel-Hadi (11)
Tom Pride (32)
QC: Robert Whitman (40)
(xx) years of experience
Key personnel resumes are included at the end of this section
Denotes local office location
Collier County Project Manager
David McCoy, PE
MOT Design EOR
Adrienne Wisdom, PE (13)
Juan Villafuerte, EI (2)
QC: Darren Brandes, PE (35)
Lighting/ITS Design EOR
Fathy Abdalla, Ph.D., PE,
PTOE (25)
Burak Konuk, PE, PTOE (12)
QC: Josh Robinson, PE (34)
Subconsultants
–Archaeological Consultants, Inc. (ACI) [DBE/MBE/WBE]
–David M. Jones, Jr. & Associates, Inc. (DMJA) [DVBE]
–Johnson Engineering, Inc. (JEI)
–Kimley Horn & Associates, Inc. (KH)
–Tierra South Florida, Inc. (TSF) [MBE]
Project Manager
Jesse Gill, PE (11)
Principal-in-Charge
Guillermo Madriz, PE (25)
Constructability/Bidability
Paul Wingard, PE (48)
QA Manager
Richard Harrison, PE (39)
Cultural Resources
Lee Hutchinson, RPA (35) – ACI
Marion Almy, RPA (43) – ACI
Geotechnical/Contamination
Raj Krishnasamy, PE (34) – TSF
Kumar Vedula, PE (25) – TSF
Landscape Architecture
Gregory Diserio (40) – DMJA
Jarod Prentice (5) – DMJA
Survey/Mapping, SUE, and Utilities
Guy Adams, PSM (42) – JEI
Mark Texter, PSM (34) – JEI
Michael Dickey, PE (24) – JEI
Billy Saum, PE (6) – JEI
Drainage Design EOR
Brian Rose, PE (16)
Courtney Richards, EI (3)
Anthony Fromen, PE (5)
QC: Ali Tayebnejad, PE (35)
Roadway Design EOR
Jesse Gill, PE (11)
Emmanuel Marin, PE (6)
QC: John Mazeres, PE (34)
PD&E Re-Evaluation
Martin Horwitz (15)
Michael Campo, PE (17)
Corina del Sol Alonso, EI (3)
QC: Dick Combs, CEP (41)
Structures Design EOR
Lucio Martinez, PE (10)
Jason LaBarbera, PE (20)
John Johnson, EI (3)
QC: Thomas Lovett, PE (43)
Traffic, Signals, S&PM EOR
Rick Arico, PE (32) – KH
Mo Ansari, PE (13) – KH
Ian Rairden, PE (17) – KH
QC: Josh Robinson, PE (34)
ORGANIZATIONAL CHART
Our locally based team is committed to bring innovative, cost-effective,
and time-saving solutions with a thorough understanding of project
goals, requirements, and commitments. Our local presence will simplify
collaboration with Collier County and local stakeholders.
Public Involvement
Martin Horwitz (15)
Nicole Selly (16)
Corina del Sol Alonso, EI (3)
Renderings/Fly-Throughs
Amilcar Figueroa (13)
1-3
Jesse Gill, PE
PM/Roadway Design EOR
Location: Fort Myers, FL
Mr. Gill has 11 years of combined experience in the engineering, development, and construction industries. During this time, his well-rounded experience includes work related to roadway and sidewalk design, drainage and utility infrastructure design, site development, hydraulic modeling, geotechnical studies, construction materials testing, QC, and inspections. Mr. Gill’s design and project management experience includes several current or recently completed projects within Southwest Florida.
This includes the Alico Road Widening project in Lee
County, Terminal Access Road for the Lee County Port Authority, Second Street Improvements for the City of Ft. Myers, and multiple traffic studies conducted for the City of Cape Coral. Mr. Gill’s previous paving inspection experience (previous FDOT Level 1 and 2 Certification) also provides him with a unique constructibility perspective as a design engineer and
PM. Currently, he is serving as PM and Roadway
EOR of the Williams Road/Atlantic Boulevard
Intersection Improvements project in the Village
of Estero, Roadway EOR on both the Big Carlos
Pass Bridge Replacement PD&E and Design project
in Lee County and CR 78 Roadway and Safety
Improvements project in Hendry County. These
design projects are scheduled to be completed by
the end of 2021, providing a timely transition into
this project.
As PM, Mr. Gill will be the County’s point of contact
on both technical and administrative issues. He will
work directly with our key design staff to maintain
control of the projects by monitoring the schedule
and technical issues and by effective communication/
coordination. This approach has proven successful on
previous similar projects for other local agencies.
Availability:
»85%
SIMILAR EXPERIENCE
Big Carlos Pass Bridge Replacement PD&E and Design, Lee County – Roadway EOR
CR 835 Curve Safety Improvements (FDOT LAP), Hendry County – Roadway Engineer
Coconut Road Safety and Drainage Improvements, Village of Estero, Estero – PM/Roadway/Drainage EOR
CR 78 (Kirby Thompson Road to Fort Denaud Bridge Way) (FDOT SCRAP), Hendry County – PM/Roadway EOR
Sunshine Boulevard N. and 12th Street W. Intersection Evaluation, Lee County – Roadway Engineer
Williams Road/Atlantic Gulf Boulevard Intersection Improvements, Village of Estero – PM/Roadway EOR
Tanglewood/Bayou Grande Bridge Replacement, City of St. Petersburg – Utility Coordinator/Utility EOR
Lucio Martinez, PE
Structures Design EOR
Location: Fort Myers, FL
Mr. Martinez has 10 years of engineering experience
in structure design and innovation. He has experience
performing structural analyses and preparing
calculations for steel, reinforced concrete, and
prestressed concrete systems. He has designed
numerous box culverts, wildlife crossings, and
miscellaneous structures. He served as a Structures
Engineer for Collier County’s Vanderbilt Drive
Bridge Replacement, as well as Lee County’s Big
Carlos Pass PD&E and Design and Burnt Store Road
bridge projects. He is also the Structures EOR for
the John Yarbrough Linear Park Pedestrian Bridge
over Colonial Boulevard, Maydell Drive Bridge
Replacement, and Able Canal Pathway Bridge for
Lee County.
Availability: »80%
SIMILAR EXPERIENCE
SR 70 from Lorraine Road to CR 675/Waterbury
Road PD&E/Design, FDOT District One, Manatee
County – Structures Engineer
SR 56 Extension from Meadow Pointe Boulevard to
US 301, Pasco County, D/B, FDOT District Seven –
Structures Engineer
Burnt Store Road South Segment Design, Lee
County – Structures Engineer
Maydell Drive over Palm River Bridge Replacement
PD&E and Design (FDOT LAP), Hillsborough County
– Structures EOR
Vanderbilt Drive Bridge Replacements,
Collier County – Structures Engineer
Big Carlos Pass Bridge Replacement PD&E Study and
Design, Lee County – Structures Engineer
John Yarborough Multi-Use Trail (JYLPMT) (SUN Trail
Funded), City of Ft. Myers – Structures EOR
Able Canal Pathway (FDOT LAP), Lee County, FL –
Structures EOR
SR 40 from SR 15 (US 17) to SR 11, FDOT District Five,
Volusia County – Structures EOR
SR 64 from SR 789 to Perico Bay Boulevard, FDOT
District One, Manatee County – Structures Engineer
KCA has carefully assigned the ideal staff for this
project to ensure its success. With our size, structure,
and expertise, KCA can guarantee Collier County the
highest level of personal attention and priority status
needed to meet the County’s goals.
1-4
Brian Rose, PE
Drainage Design EOR
Location: Fort Myers, FL
Mr. Rose has 16 years of drainage design and
permitting experience and another six years of
geotechnical engineering experience, which go hand
in hand. He has an extensive knowledge of drainage
patterns in Southwest Florida and helped resolve and
provide drainage input on numerous drainage issues
for both public and private property owners during
his tenure at the South Florida Water Management
District (SFWMD). His tenure at SFWMD included
Southwest Florida events through the flooding
aftermath of both Invest 92L and Hurricane Irma in
2017. He has worked on many different projects from new sidewalks and accommodating off-site
drainage such as 23rd Street SW in Collier County
to major capacity projects such as I-75 from
Luckett to SR 80 in Lee County. These projects required varying stormwater treatment systems from ponds to linear treatment swales as well as stormceptors and nutrient baffle boxes. He has
permitted numerous projects through both SFWMD
and the Southwest Florida Water Management
District (SWFWMD). Mr. Rose currently serves as
Senior Drainage Engineer responsible for designing
the bridge and roadway stormsewer conveyance
system on KCA’s Big Carlos Pass Bridge Replacement
PD&E and Design project for Lee County. For this
project, Mr. Rose will oversee the drainage design
and permitting process as well as provide valuable
historical and regional knowledge.
Availability: »80%
SIMILAR EXPERIENCE (*indicates previous employer)
Golden Gate Boulevard D/B, Collier County – PM/Drainage Design Engineer *
23rd Street SW Improvements, Collier County – Drainage*
Mercantile Avenue Improvements, Collier County – Drainage Engineer*
Naples Manor Stormwater Improvements Preliminary Engineering Study, Collier County – PM/Drainage EOR
Randall Boulevard Bridge, Collier County – Drainage EOR
Big Carlos Pass Bridge Replacement PD&E and Design, Lee County – Senior Drainage Engineer
Coconut Road Safety and Drainage Improvements, Village of Estero, Estero – Drainage Engineer
White Boulevard Sidewalk, Collier County – Drainage Engineer*
Vanderbilt Beach Road at Airport-Pulling Road Improvements, Collier County – Drainage Engineer*
Brookhill Roadway Improvements, City of Fort Myers, – Drainage Engineer - Nutrient Baffle Box*
Aqua Shores Improvements, City of Fort Myers – PM/Drainage EOR – Stormceptors
Adrienne Wisdom, PE
MOT Design EOR
Location: Fort Myers, FL
Ms. Wisdom has 13 years of experience in roadway
design. Her transportation design experience has
focused on delivering safe multi-modal corridors,
including accommodating transit, implementing
Americans with Disabilities Act (ADA) improvements,
and providing pedestrians and bicycle enhancements
throughout Southwest Florida. Ms. Wisdom has
extensive experience coordinating with SFWMD, FDOT,
Florida Department of Environmental Protection
(FDEP), and Collier Area Transit (CAT). She served as
PM and/or Roadway EOR for numerous multi-modal
projects, Lee County’s Ortiz Avenue Widening
project, and the CR 835 Curve Safety Improvements
project in Hendry County.
Availability:
»80%
SIMILAR EXPERIENCE
Ortiz Avenue from Colonial Boulevard (SR 884) to Dr.
Martin Luther King Jr. Boulevard (SR 82), Lee County,
FL – PM/Roadway EOR
Big Carlos Pass Bridge Replacement PD&E and
Design, Lee County – Roadway Engineer
JYLPMT (SUN Trail Funded), City of Ft. Myers – PM/
Roadway EOR
Burgundy Farms Road Roadway Improvements, Lee
County – Roadway/Drainage EOR
CR 835 Curve Safety Improvements (FDOT LAP),
Hendry County – PM
South Golf Drive Design, City of Naples – PM/
Roadway EOR
60th Avenue East from US 301 to Mendoza Road
Improvements, Manatee County – Roadway
Engineer
Municipal Service Tax Benefit Unit (MSTBU) EOR,
Lee County – Roadway EOR
S. Golf Complete Street Design, City of Naples –
Roadway EOR/PM
Able Canal Pathway (FDOT LAP), Lee County –
Roadway EOR/PM
CAT Bus Stop Shelter Design Services, Collier Area
Transit, Collier County – PM/Roadway Engineer*
Trotter Road Complete Street Design, City of Largo –
Roadway Engineer*
1-5
Martin Horwitz
PD&E Re-Evaluation
Location: Orlando, FL
As a scientist for 15 years, Mr. Horwitz has extensive
experience in managing and conducting public and
private sector projects. He has experience with State-
Funded PD&E studies and National Environmental
Policy Act (NEPA) documentation, which includes
State Environmental Impact Reports (SEIR), Type
2 Categorical Exclusions (CEs), public involvement,
Natural Resource Evaluation Reports, Wetland
Evaluation Reports, Endangered Species Biological
Assessments, Cultural Resource Assessment Survey,
Noise Study Reports, etc. His experience also includes
wetland delineation, protected species surveys,
and environmental permitting. Mr. Horwitz has
managed projects for private development, FDOT
District One and Florida’s Turnpike Enterprise (FTE),
which included participating in numerous studies
that required the development and evaluation of
project alternatives along with public involvement,
particularly in the field of transportation. He served
as the FDOT Environmental PM for the Golden Gate
Estates Bridge Crossing PD&E Study while employed
at FDOT District One, which included the 16th Street
NE Bridge as one of three bridges included in the
study. Mr. Horwitz has also served as PM or Senior
Environmental Scientist for several PD&E and SWAT
projects including SR 70 in Highlands County, SR 70
SWAT, Big Carlos Pass, and Fort Fraser Trail.
Availability:
80%
SIMILAR EXPERIENCE
SR 70 from Lorraine Road to CR 675/Waterbury RS.
SWAT, FDOT District One, Manatee County – Lead
Environmentalist
SR 70 (CR 29 to Lonesome Island Road) PD&E, FDOT
District One – PM
Able Canal Pathway (FDOT LAP), Lee County – Lead
Environmentalist
John Yarborough Multi-Use Trail, City of Ft. Myers –
Lead Environmentalist
US 27 from Presidents Drive to SR 60, FDOT District
One, Polk County, FL – Senior Environmental
Scientist
Big Carlos Pass Bridge Replacement PD&E Study and
Design, Lee County – Senior Environmental Scientist
Fort Frasier Trail Extension PD&E, FDOT District One
– Lead Environmentalist
Catie Neal
Environmental/Permitting
Location: Tampa, FL
Ms. Neal has 10 years of experience in wildlife
ecology, geographic information systems (GIS),
photo interpretation, and aquatic community ecology
throughout ecosystems of the southeastern and
southwestern U.S. She has worked on a broad range of
interdisciplinary projects in cooperation with federal
agencies such as the U.S. Fish and Wildlife Service
(USFWS), U.S. Forest Service (USFS), U.S. Department
of Agriculture (USDA) and the Department of
Defense (DoD), as well as state agencies and private
developers. Her primary responsibilities include
preliminary site assessments, listed species surveys,
biological monitoring, construction monitoring,
wildlife relocations, wetland delineations and
assessments, ecological site assessments, permit
compliance, and data management. Ms. Neal has
participated in several studies that required the
development and evaluation of project alternatives,
particularly in the field of transportation. Her
transportation project experience has focused
on environmental data collection and analysis,
development and evaluation of project alternatives,
compiling required environmental documents, and
environmental permitting. Ms. Neal is knowledgeable
of the PD&E guidelines used for development of
transportation projects by FDOT and the NEPA
process.
Availability: »75%
SIMILAR EXPERIENCE
SR 70 from Lorraine Road to CR 675/Waterbury
Road SWAT, FDOT District One, Manatee County, FL –
Senior Environmental Scientist
SR 70 (CR 29 to Lonesome Island Road) PD&E Study,
FDOT District One – Senior Environmental Scientist
SR 56 Extension from Meadow Pointe to US 301, D/B,
FDOT D7, Pasco County – Environmental Scientist
Big Carlos Pass Bridge Replacement PD&E Study and
Design, Lee County – Senior Environmental Scientist
Districtwide (D/W) Environmental Management Office Support, FDOT District One – Environmental
PM
Williams Road to Atlantic Gulf Boulevard Intersection Improvements, Village of Estero – Environmental PM
1-6
Fathy Abdalla, Ph.D., PE, PTOE
Lighting/ITS Design EOR
Location: Tampa, FL
Dr. Abdalla has 25 years of diversified experience in
the transportation industry as Senior Traffic/Roadway
Engineer/Reviewer. His experience includes traffic
impact studies, traffic circulation studies, traffic
simulation and modeling, intersection/interchange
analysis, corridor analysis, traffic safety, S&PM design
and plans preparation, and signalization design. He
has prepared numerous transportation/traffic studies
for FDOT and other local authorities. Dr. Abdalla has
served as Traffic Engineer for different City/County/
FDOT roadway design projects in Florida, including
multi-use trails, new construction, widening, and
resurfacing projects. Dr. Abdalla has over a dozen
professional publications in transportation simulation
and modeling and transportation safety in different
transportation journals and conferences nationwide.
Dr. Abdalla served as the Lead Traffic Engineer on
the Vanderbilt Drive Bridge Replacements project
for Collier County.
Availability:
65%
SIMILAR EXPERIENCE
SR 70 from Lorraine Road to CR 675/Waterbury
Road SWAT, FDOT District One, Manatee County –
Lead Traffic Engineer
SR 70 (CR 29 to Lonesome Island Road) PD&E Study,
FDOT District One – Lead Traffic Engineer
SR 56 Extension from Meadow Pointe to US 301, D/B,
FDOT District Seven, Pasco County – Lead Traffic and
Lighting Engineer
I-75 Widening from North of SR 951 to North of
Golden Gate Parkway, FDOT District One, Collier
County – Lead Traffic Engineer
Golden Gate Parkway, FDOT District One, Collier
County – Traffic Engineer
Big Carlos Pass Bridge Replacement PD&E Study and
Design, Lee County – Lead Traffic Engineer
Vanderbilt Drive Bridge Replacements, Collier
County – Lead Traffic Engineer
Burak Konuk, PE, PTOE
Lighting/ITS
Location: Tampa, FL
Mr. Konuk has 12 years of experience with various
aspects of transportation engineering including
ITS operations and planning, traffic modeling and
simulation, traffic studies, capacity and operational
analysis, signal planning and design, highway and
roadway geometric design, utility and railroad
coordination, permitting, construction inspection
and surveying, and technical report writing projects
ranging from local roads to large-scale highway
projects. He has coordinated and reviewed the
development of conceptual, preliminary, and final ITS
plans and performed field investigations to evaluate
existing conditions of ITS facilities. In addition, Mr.
Konuk has prepared and completed engineering
designs that respond to project needs through
production of roadway plans, S&PM plans, roadway
signing, MOT, and construction staging. He has
strong technical skills in highway design including
preparation of plans, profiles, typical sections, cross
sections, details, feasibility studies, specifications,
quantity take-off calculations, and cost estimates.
Mr. Konuk has performed analytical tasks including
traffic data collection, data manipulation, and analysis
and prepared traffic-related studies using highway
capacity software such as SYNCHRO/SimTraffic and
HCS. He assists with graphic design for presentations
and proposals and provides QA/QC for all work
produced to ensure technical accurateness and
compliance. He is proficient with industry standard
computer design software such as MicroStation,
GEOPAK, INROADS and competent in the use of
Microsoft Excel, Microsoft Word, Microsoft Outlook,
and Microsoft Project.
Availability:
75%
SIMILAR EXPERIENCE
SR 70 from Lorraine Road to CR 675/Waterbury
Road SWAT, District One, Manatee County – Lead
Traffic Engineer
Gateway Expressway D/B Pinellas County, FDOT
District Seven – Traffic Engineer
I-75 at US 301 Interchange, FDOT District One,
Manatee County – Traffic Engineer
Big Carlos Pass Bridge Replacement PD&E Study and
Design, Lee County – Lead Traffic Engineer
1-7
Proposed Design Subconsultants
To further strengthen our team, KCA will be supported
by five specialty design subconsultants who are
qualified to provide the technical support necessary
to successfully design this project. KCA has an
excellent working relationship with each proposed
subconsultant and have worked with each team
member in a variety of capacities and on numerous
projects. These relationships have been established
over many years and continue today. Firm bios and
condensed resumes for key team members are on the
following pages.
ACI | Cultural Resources
ACI, Florida’s oldest full-service
cultural resource management (CRM)
company, is a woman-owned business, certified
by FDOT as a DBE and by the State of Florida as
a MBE. Their experienced staff of archaeologists,
architectural historians, GIS specialists, technicians,
and administrative personnel have the education,
specialized training, and technical skills to provide
cultural resource assessment surveys, National
Register of Historic Places (NRHP) nominations,
Case Studies, Memoranda of Agreement, 4(f)
evaluations, resource mitigation, CRM training, and
other CRM services. ACI’s Florida offices are located in
Sarasota, St. Augustine, and Tallahassee. Since 1976,
ACI has completed 1,000s of projects including
a CRAS for Immokalee Road (CR 846) at Randall
Road Boulevard Intersection PD&E Study, SR 82
(Immokalee Road) from the Lee County Line to
the Collier County Line, and Two Access Roads
Southwest and Southeast of CR 846 (Immokalee
Road) and I-75, and SR 82 (Immokalee Road) from
Lee Boulevard/CR 844 to East of Shawnee Road.
ACI has a long relationship with KCA and has
successfully completed more than 80 projects as
part of their team.
KCA and ACI’s working relationship includes an FDOT
District One General Engineering Consultant (GEC)
contract with more than 50 task assignments. KCA
and ACI are currently teamed on several segments
of the Central Polk Parkway and recently completed
CRAS for 78th St. (CR 573) from Progress Boulevard
to Causeway Boulevard and Progress Boulevard (CR
676A) from Magnolia Boulevard to Valleydale.
Lee Hutchinson, RPA
Cultural Resources
Location: Sarasota, FL
Ms. Hutchinson, with 35 years of
experience, is responsible for crew, vehicle, and
equipment scheduling for all FDOT District projects.
She also organizes and manages laboratory
operations and oversees technicians in the analysis of
artifacts including their identification, evaluation, and
interpretation. Ms. Hutchinson is the liaison between
all the FDOT Districts and the Federal Highway
Administration (FHWA)/State Historic Preservation
Officers (SHPO) for Continuing Services Contracts,
task assignments, and PD&E Studies; responsible for
preparing FDOT letters to FHWA and SHPO for final
project submittal and approval.
SIMILAR EXPERIENCE
Immokalee Road (CR 846) at Randall Road Boulevard Intersection PD&E Study, FDOT District One
SR 82 (Immokalee Road) from the Lee County Line to the Collier County Line, FDOT District One
I-75 at SR 951 Ultimate Interchange, FDOT District One
DMJA | Landscape
Architecture
DMJA has provided
landscape architectural
consulting services for numerous state and local
highways in Southwest Florida. Services included
preparation of landscape and irrigation designs,
which were permitted through local and state DOTs,
preparation of construction documents, and successful
grant applications. DMJA’s services also include
bidding and construction administrative services,
including grant reporting, throughout the duration
of the construction schedules. DMJA is a Group 15
qualified professional with FDOT. DMJA is also a State-
certified DBE Service Disabled VBE. DMJA is currently
providing landscape services on KCA’s Ortiz Avenue
Widening project in Lee County.
DMJA provided landscape architectural services
on the following local projects: I-75 and Bayshore
Interchange, McGregor Boulevard, US 41
Caloosahatchee River to Littleton Road, Hancock
Bridge Parkway, US 27 Moorehaven, Del Prado
Boulevard Phase 2, and Country Club Boulevard.
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Greg Diserio
Landscape Architecture
Location: Fort Myers, FL
Mr. Diserio has 40 years of extensive
landscape experience and has been the Vice President,
Landscape Architect, and Project Team Leader for
DMJA since 1990. His experience leads the team
of employees, subconsultants, and clients toward
successful financial and developmental completion
of both public and private industry projects. Projects
range from small to regional, comprehensive, multi-
phased projects with values more than $4 million.
Availability: »50%
SIMILAR EXPERIENCE
Ortiz Avenue from Colonial Boulevard (SR 884) to Dr.
Martin Luther King Jr. Boulevard (SR 82), Lee County
I-75 and SR 78 Interchange
I-75 and Bayshore Interchange
SR 80 Hickory Creek to Hendry County
I-10 Rest Area
I-75 Rest Area (Hamilton County)
SR 78 Santa Barbera Boulevard to NE 24th Avenue
McGregor Boulevard
US 41 Caloosahatchee River to Littleton Road
Hancock Bridge Parkway
Del Prado Boulevard, Phase 2
McGregor Boulevard at Gulf Harbor
JEI | Survey/Mapping,
SUE, and Utilities
JEI, established in 1946,
has been assisting
private companies, city, county, and state government
agencies by offering expertise in a broad spectrum
of disciplines. What started as a one-man surveying
firm in Southwest Florida has developed into a large
cohesive team of more than 120 professional civil
engineers, ecologists, scientists, geologists, surveyors
and mappers, certified land planners, and landscape
architects, located throughout Florida. Headquartered
in Fort Myers, the company also has offices in Naples,
Port Charlotte, LaBelle, Sebring, Clewiston, Lutz,
Lakeland, Miami, and Pembroke Pines. JEI’s extensive
list of well-known roads, airports, schools, hospitals,
resorts, residential communities, shopping centers,
and commercial developments show their experience
and continued responsibility in developing Florida’s
communities.
Michael Dickey, PE
Utilities
Location: Naples, FL
Serving as the firm’s director of the utilities market
group, Mr. Dickey has 24 years of experience on
utility projects. His project experience includes
master planning, hydraulic modeling, design of water
distribution systems, wastewater collection systems,
irrigation systems, and pumping facilities. Prior
to joining JEI, Mr. Dickey worked for a local utility
contractor, which gave him a unique perspective of
how the utilities he designs today come together in
the field. With both utility design and construction
experience, he has a comprehensive understanding of
the entire utility development process from planning
to design, to permitting through construction. He
knows how to develop a design that works both in
theory and in practice.
Availability: »55%
SIMILAR EXPERIENCE
Northeast Service Area WWTP, IQ, and Potable Booster Pump Stations – Collier County Utilities
91st and 92nd Street Water Main Replacement – Collier County
Vanderbilt Cul-de-Sacs Water Main Replacement –
Collier County
Heritage Bay Master Pump Station – Collier County
South Conveyance 30-inch Water Main – Lee County
Guy Adams, PSM
Survey/Mapping
Location: Naples, FL
Mr. Adams has been a licensed professional for
more than four decades and is thoroughly familiar
with many aspects of the surveying and mapping
profession. He worked his way up through the ranks
performing a wide variety of surveys. Drawing
on his vast field experience, he is responsible for
projects including, but not limited to, boundary and
topographic surveys, platting, hydrographic surveys,
sketch, and legal descriptions.
Availability: »45%
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Mark Texter, PSM
Survey/Mapping
Location: Naples, FL
Mr. Texter joined JEI in 2004 and is the field crew
supervisor for our surveying and mapping team. He
brings 34 years of land surveying experience ranging
from a rodman on a survey crew to the owner of a land
surveying business, with an emphasis on construction
surveying. He has worked extensively on construction
sites and numerous boundary surveys ranging from
one-quarter acre lots to 10,000-acre tracts.
Availability: »60%
KH | Traffic, Signals,
S&PM
KH was founded as a transportation firm in 1967 and
is now one of the largest and fastest growing full-
service consulting firms in Florida. Their permanent
staff is comprised of more than 5,330 professional,
technical, and support staff nationwide, including
989 employees in 16 offices throughout Florida.
KH remains one of the few employee-owned
consulting firms in the nation. KH is recognized for
the outstanding work of their consulting staff, the
quality of their work environment, and their stature
as a business enterprise. In 2021, KH was recognized
as one of Fortune magazine’s “100 Best Companies to
Work For” for the 14th time. KH’s clients benefit from
the resources of a nationally recognized organization
while receiving the personal attention and response of
a local dedicated professional team.
Roadway planning and design is one of the mainstays
of KH’s professional practice, and they have provided
these services for urban, rural, primary, secondary,
and interstate roadways for clients ranging from
municipalities to state departments of transportation.
KH engineers have been responsible for the design
of thousands of miles of roadway across the country,
much of it here in Florida. They are well equipped
to address all related aspects of roadway design
projects, such as intersection geometrics, utility
relocations, traffic control, signalization, structural/
bridge design, and other features. KH knows
providing design services to their clients goes beyond
providing plans, specifications, and estimates-it
includes an appreciation for how the project fits
within the functionality of the roadway network. This
understanding allows KH to provide Collier County
with practical design solutions.
KH has successfully collaborated with Collier County
staff, related agencies, and the local public on previous
projects including roadway and signal design, transit,
land use, transportation/mobility, utility, stormwater
analysis, and park design projects for Collier County.
They have proven experience with Collier County
and understand the County’s needs, as well as the
expectations of County staff and community. Through
their work within the County, KH has assisted with
community development providing planning, design,
and permitting services in support of the County’s
vision for growth.
Rick Arico, PE
Traffic, Signals, S&PM EOR
Location: Ft. Myers, FL
Mr. Arico has 32 years of extensive experience in
management and roadway design specializing in
roadway design, right-of-way (R/W) plans design,
plans review, and LAP support. He has completed
design and plans production efforts for both sidewalk
and trail projects in addition to rural and urban
highway resurfacing and reconstruction projects.
He is experienced with federal, state, and local
agency coordination in preparing environmental
assessments and construction documents, as well as
for design, plan preparation, and bidding of 118-parcel
sanitary sewer service. Additionally, he has a keen
understanding of “off system” design criteria and the
economic constraints facing most local governments.
Availability: »60%
SIMILAR EXPERIENCE (*indicates previous employer)
Continuing Services, Design-Build (D/B) Owners
Representative, Collier County – PM
Districtwide General Consultant Services, FDOT
District One – PM
Ortiz Avenue from Colonial Boulevard to Dr. Martin
Luther King Jr. Boulevard (SR 82) – Lee County*
Southwest Area Office (SWAO) GEC Services –
FDOT District One*
Big Carlos Pass Bridge Replacement PD&E and
Design – Lee County*
TSF | Geotechnical/
Contamination
TSF is a full-service consulting
geotechnical engineering,
construction materials testing, and inspections
firm with capabilities to provide test borings,
engineering analyses and reports, AutoCAD and
MicroStation plan sheets, laboratory soils testing, and
construction engineering inspection (CEI) services.
TSF’s professional team has been working together
since 2000 and is committed to providing quality,
responsive service establishing a reputation for sound
approaches and professional competence in a wide
range of technically demanding areas. The firm’s
services also include threshold/special inspection and
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roofing inspection services. TSF is a certified DBE with
FDOT and a certified MBE with the State of Florida’s
Office of Supplier Diversity. Additionally, TSF is a
certified SBE with SFWMD and Pinellas County. TSF’s
main office is in West Palm Beach with branch offices
in Miami Lakes, Tampa, and Orlando.
TSF’s staff includes principal engineers with more than
34 years of experience in geotechnical, construction,
laboratory and field materials testing, and inspection
services. The firm features master’s degree level or
higher educational background amongst the majority
of their Registered Professional Engineers and
maintain licenses in the State of Florida.
TSF provided geotechnical/contamination services
for Collier County’s Golden Gate Estates NE 8th
Street Bridge and Martin County’s SR 710 Big John
Monahan Bridge Replacement (D/B) projects.
Raj Krishnasamy, PE
Geotechnical/Contamination
Location: West Palm Beach, FL
Mr. Krishnasamy, President and Principal Engineer
of TSF, is a Florida State Registered Geotechnical
Engineer with more than 34 years of experience. Mr.
Krishnasamy oversees the geotechnical engineering,
construction materials testing, and inspection
services operations. His experience consists of
successfully completing 5,000 public and private
projects. He serves as PM for continuing contracts
with more than 20 Florida public agencies. He has
a history of repeatedly retaining those contracts
through successful, cost-effective, and prompt
execution of each task order. Mr. Krishnasamy’s daily
involvement with the in-house and field operations
of the construction and geotechnical services
departments provides him the “hands-on” experience
and knowledge of current construction codes and
construction practices throughout the State of Florida.
Mr. Krishnasamy and his highly experienced team
focus on providing the client with a consistently
accurate, cost-effective quality product that is
delivered on time and within budget.
Availability: »60%
SIMILAR EXPERIENCE
Golden Gate Estates 8th Street NE Bridge –
Collier County
Bridge 034047 Rehabilitation – Collier County
US 41 (SR 90) from CR 951 to Greenway Road –
Collier County
SFWMD Replacement of Golden Gate – Collier County
Immokalee Hotel Wastewater Main Improvements –
Collier County
Permitting/Regulatory Experience
in Southwest Florida
KCA Environmental Scientists are qualified and have
experience throughout Southwest Florida, including
Collier County, conducting wetland delineation,
threatened and endangered species surveys, and
environmental permitting. KCA has permitted
numerous projects with SFWMD. Additionally, KCA
staff is comprised of former employees of SFWMD,
FDEP, and FDOT, which provides an unparalleled
understanding of the local regulatory requirements
and procedures.
While the project is expected to have only minimal
effects on protected species, the KCA team includes
qualified experts ready to perform species surveys,
including roosting cavity and acoustic surveys for the
Florida bonneted bat. Our team also includes multiple
Florida Fish and Wildlife Conservation Commission
(FWC)-approved Authorized Gopher Tortoise Agents
(AGTAs), qualified to perform gopher tortoise surveys
and relocations. The project area and adjacent habitats
are also suitable for utilization by the Eastern indigo
snake, a federally designated threatened species.
Following the USFWS Standard Protection Measures
for the Eastern indigo snake will minimize adverse
impacts to this species during construction.
Commitment to Team Collaboration
Over the years, the KCA team has developed strong
relationships internally and with Collier County staff.
We have all worked well together in the past to solve
problems and keep project schedules on track. We
have boots on the ground locally that are ready to
react immediately to resolve issues at the lowest
level possible. Being transparent and encouraging
open communication are two core values of winning
organizations. The KCA team will be fully transparent
and will collaborate as a true partner with Collier
County. This is the way KCA does business.
A successful project team is comprised of experienced
personnel with a long-term commitment to the
project. With this in mind, we selected a project
team comprised of personnel with the experience
and technical expertise needed to meet the
requirements of this project. As mentioned in our
proposed subconsultant section, our team members
consistently work together and offer a valuable
innovative approach to provide successful and cost-
conscious project solutions. This project will be no
different.
The successful completion of complex projects boils
down to the team of professionals entrusted to get
the job done. Our team is comprised of individuals
who have spent their careers both designing and
constructing roadways in and around Collier County
for local municipalities such as yourself. This is what
we do. Each of these team members have worked
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together in the past and know what is expected, not
only from each other but from Collier County as well.
KCA is a multifaceted engineering firm with experts
not only in structure design but also in bridge
maintenance inspection, roadway/transportation,
storm water, planning/PD&E, traffic, environmental,
and CEI. In addition to the KCA team, we have
teamed up with JEI to assist with survey/mapping,
SUE, and utility design coordination. It is important
to understand it is not only who you have working
on a project but how those individuals function as a
team together. The KCA team has a long-standing
relationship of successfully completing multi-
discipline roadway and structural engineering projects
together. *Although KCA has not worked directly
with KH in the past, we look forward to building a
relationship with them. Rick Arico, PE, was a previous
KCA employee for more than 20 years, and we aim
to build upon our working relationship and previous
teamwork experience. A five-year history of our
successful collaboration on projects is provided below.
Team Collaboration
Project Name Client Name
Teaming Partners
JEI KH*ACI DMJA TSF
Sandhill Boulevard Improvements Charlotte County
CR 54 Intersection Corridor Improvements Pasco County
Piper Road Extension Charlotte County
Burnt Store Road South Lee County
CR 835 Safety Improvements Hendry County
Big Carlos Bridge Replacement Lee County
Bonita High School Off-Site Improvements Lee County School District
CR 78 Structural Analysis Hendry County
LAP Continuing Services Design Contract FDOT District One
Alico Road Connector Lee County
Bimini Drive Bridge Replacement Monroe County
Bass Creek Road at SW 148th Avenue Roundabout FDOT District Four
I-75 at US 301 Interchange FDOT District One
Sugarloaf Boulevard Bridge Replacement Monroe County
US 27 from Presidents Drive to SR 60 FDOT District One
SR 70 from CR 29 to Lonesome Island Road PD&E Study FDOT District One
Central Polk Parkway from Polk Parkway to SR 35 FDOT FTE
Maydell Drive over Palm River Bridge Replacement
PD&E/Design Hillsborough County
Harbour Drive Bridge Replacement Monroe County
Ortiz Avenue Widening from SR 884 (Colonial Boulevard)
to SR 82 (Dr. Martin Luther King Jr. Boulevard)Lee County
JYLPMT Extension City of Fort Myers
Ten Mile Canal/41 Industrial Park Drainage Improvements Lee County
Williams Road/Atlantic Gulf Village of Estero
Old Dixie Highway Bridge over Taylor Creek
Replacement/East Coast Greenway Trail St. Lucie County
South Golf Drive Design City of Naples
Able Canal Multi-use Trail Lee County
Progress Boulevard and S. 78th Street Improvements
PD&E and Design Hillsborough County SEE NOTE ABOVE
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Knowledge and Experience with Local
Construction and Regulatory Conditions
KCA has worked on Collier County infrastructure
projects including bridges, roadways, and intersections
many times over the last 25 years through various
County contracts. As a result, we have a wealth of
historical observations documented. This information
is valuable to fully understand the County’s needs for
this project. Additionally, our proposed key staff have
worked closely with Collier County in recent years on
several other relevant projects and are keenly aware
of the County’s preferences and procedures. Based on
our previous project experience with Collier County,
KCA understands the County’s preferences such as
median backfill detail, use of reinforced concrete
pipe, and the use of flowable fill for pipes under
roadways, which all are applicable to the 16th Street
NE Bridge project. This is important since this can
impact the project construction cost, longevity of the
infrastructure, and reduce the need for timely plan
changes during the design process.
This project has been established as a priority by
the Collier County Board of County Commissioners
(BOCC) based upon an analysis of existing conditions
and project needs. This project was first identified in
2008 as part of the East of CR 951 Horizon Study for
Bridges geared toward addressing the ±85 square
miles of eastern Golden Gate Estates where there are
more than 300 dead end streets. This study included
12 bridges, two of which have since been constructed
with the 16th Street NE Bridge ranked No. 2 overall
in terms of need and benefits related to improved
emergency response, mobility, service efficiency,
and public sentiment. Our team understands the
projected growth within the Golden Gate Estates
area and are keenly aware of the transportation
infrastructure needs and adjacent projects such as
the Vanderbilt Beach Road Extension and Randall
Boulevard Intersection Improvements projects,
planned Wilson Boulevard Widening project, and the
planned commercial and residential development
along Randall Boulevard, which includes the planned
680-home gated community of Terreno located along
Randall Boulevard immediately east of 16th Street NE.
KCA’s Martin Horwitz, formerly served as the FDOT
Environmental PM for Golden Gate Estates Bridge
Crossing PD&E Study while employed at FDOT District
One, which included the 16th Street NE bridge as one
of three bridges included in the study. We are fully
aware of the project budget ($8-9 million), and the
1-cent infrastructure surtax approved in 2018 for the
construction of these bridges. Our team is prequalified
in all advertised work groups and has extensive
experience with the LAP process.
During the design phases, KCA management staff will
remain current on planned development within and
surrounding the project limits to maintain continuity
and consistency within the corridor. The proximity
of this project to our office, and having several local
office employees that grew up in the area gives us
the opportunity to truly capture the need of these
improvements, along with recognizing the challenges
to make it happen.
Kisinger Campo & Associates, Corp. Project Manager; Roadway Design EOR
Project Experience
Mr. Gill has 11 years of combined
experience in the engineering,
development, and construction
industries. During this time, his
experience includes work related
to roadway and sidewalk design,
utility design, site development,
hydraulic modeling, geotechnical
studies, construction materials
testing, quality control and building inspections. Mr. Gill’s
design and project management experience includes
several current or recently completed projects within the
State of Florida.
Jesse Gill, PE
Project Manager; Roadway Design EOR
Education
z B.S., Civil Engineering, Florida Gulf Coast University,
2011
z B.S., Computer Information Systems, Florida Gulf
Coast University, 2004
Registrations/Certifications
z Professional Engineer: Florida, 80442
z FDOT Temporary Traffic Control (TTC) Advanced
z FDOT Specification Package Preparation
Areas of Specialization
Roadway Design z Project Management/Coordination
z Plans Review z Utility Coordination and Design
John Yarbrough Linear Park Multi-Use Trail (JYLPMT)
Extension, City of Fort Myers, FL. Located within the
City of Fort Myers and unincorporated Lee County, the
JYLPMT is an existing, non-motorized transportation and
recreation corridor, currently extending approximately
6 miles, from Six Mile Cypress Parkway to Colonial
Boulevard. The proposed 12-foot-wide, 1.8-mile long,
shared-use trail, is envisioned for a wide range of non-
motorized transportation and recreation activities, such
as bicycling, walking, and rollerblading. KCA will team
with the City to develop the safe extension that will
become a great addition to the community and the City
Fort Myers’s bike/pedestrian network. The KCA team
proposed an innovative approach for establishing the
proposed trail alignment over the Ten Mile Canal before
spanning Colonial Boulevard, distancing the construction
from the Seminole Gulf Railroad. Role: Roadway Engineer
Sugarloaf Boulevard Bridge Replacement, Monroe
County, FL. This project consists of the replacement of
the existing Sugarloaf Boulevard Bridge over Sugarloaf
Canal. The existing bridge is a three-span AASHTO
beam bridge founded on pile bents that serves as the
only vehicular route for residents that live on the south
side of Sugarloaf Key. The existing superstructure and
substructure is in poor condition as a result of the
structure’s age and the extremely aggressive environment
present at the bridge site. Monroe County has tasked
KCA to design a single-span bridge replacement, which
will eliminate the need for pile bents in the water and
reduce future maintenance costs. The proposed bridge
will span 96 feet and service two 11-foot lanes with
2.5-foot outside shoulders and a 5-foot sidewalk for
pedestrian connectivity. Approximately 400 feet of
roadway reconstruction will be required to tie in the
replacement bridge with the existing roadway typical
section. Special preference will be given to corrosion
resistant materials and special concrete mix designs to
ensure this bridge replacement achieves the full 75-year
design life while being subjected to the harsh local MOT,
signing and pavement marking (S&PM), and drainage
design as well as environmental/permitting services and
public involvement for the project. Survey, geotechnical
engineering, and coastal engineering have been provided
by our subconsultants. Role: Roadway Engineer
Big Carlos Pass Bridge Replacement PD&E and Design,
Lee County, FL. This project involves conducting a
PD&E Study to consider alternatives for replacement or
rehabilitation of the Big Carlos Pass Bridge, addressing
safety for all road and water users including motorists,
bicyclists, pedestrians, and marine vessels. KCA will
conduct environmental and structural analyses, lead
public involvement/information meetings, obtain
and analyze traffic data, develop conceptual design
plans, coordinate with utility agency owners (UAOs),
determine right-of-way (R/W) impacts, and develop cost
estimates. Additionally, KCA will evaluate traffic noise
and noise walls as part of this study. After approval of
the recommended alternative, KCA will provide the final
design including the design of the bridge, roadway,
drainage, and all permitting. Role: Roadway EOR
Coconut Road Safety and Drainage Improvements,
Village of Estero, Estero, FL. This project includes
the survey and design of drainage improvements at
three locations and extension of an ADA compliant
sidewalk at Coconut Road and South Coconut Island
Drive. Services also include the design of a mid-block
crosswalk near the intersection of Olde Meadowbrook
Boulevard and Coconut Road. The mid-block crosswalk
design implemented the use of two (2) double-sided
solar RRFB assemblies and special emphasis pavement
markings. Photometric analysis for horizontal and vertical
illumination for pedestrians at the crosswalk and LED
lighting design was performed. The proposed drainage
improvements will meet the needs of the drainage
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Jesse Gill, PE
Page 2
Kisinger Campo & Associates, Corp. Project Manager; Roadway Design EOR
the roadway, and a 5-foot sidewalk will be proposed on
the east side. On-street bicycle facilities will be provided
on both sides of the roadway. The plans will include
roadway transitions from the existing and/or planned
roadway typical sections to the roadway typical sections
approaching SR 884, SR 82 and the Hanson Street
roundabout. The scope of services also includes the
design and preparation of construction plans, permits,
and specifications for the relocation of existing Lee
County Utilities. Role: Roadway Engineer
Municipal Service Tax Benefit Unit (MSTBU) Engineer-
of-Record (EOR), Lee County, FL. Under Lee County’s
MSTBU Program, KCA serves as the EOR performing
various services such as developing design alternatives;
preparing environmental impact summaries; developing
traffic data; preparing final plans and specifications,
cost estimates, bid documents, contract documents,
and governmental permit applications for the U.S.
Army Corps of Engineers, FDEP, South Florida Water
Management District, and Lee County Department of
Community Development; coordinating utility system
adjustments; and providing construction administrative
support services. KCA also attends public meetings with
property owners and provides input into assessment
roll preparation for all MSTBU projects including roads,
bridges, drainage systems, water and sewer systems,
canal and channel dredging projects, sidewalks, and any
other projects which may be considered for construction.
Role: Roadway Engineer
City of Cape Coral Mid-Block Crosswalk Evaluation.
Mr. Gill assisted the City of Cape Coral in evaluating the
feasibility of adding mid-block pedestrian crosswalks
and the level of control and/or protection at each
potential location along Cape Coral Parkway and along
S.E. 47th Terrace within the downtown corridor. Mr. Gill’s
evaluation included the documentation and review of
existing typical sections, pedestrian and vehicle counts,
speed data, supplied crash data, roadway alignment and
geometry, roadway classification, presence of on-street
parking, driveway locations, signalized intersections,
adjacent land use, clear zone requirements and the
presence of pedestrian and/or bicycle facilities. Data
was evaluated in accordance with the 2005 FHWA
Safety Effects of Marked Versus Unmarked Crosswalks at
Uncontrolled Locations, FDOT 2014 Traffic Engineering
Manual, 2009 FHWA MUTCD and the 2000 FDOT Manual
on Uniform Traffic Studies. Based on the analysis mid-
block cross-walks could not be recommended due to
physical limitations, however a streetscape approach was
recommended to the City of Cape Coral, CRA and CTAC.
The recommendations were presented to and accepted
by the City Transportation Advisory Commission (CTAC) in
February 2016. Role: Roadway Engineer
conveyance in this area while limiting impacts to the
many existing utilities present, reducing maintenance
needs, and improving roadside safety for vehicles and
pedestrians. Role: Roadway and Drainage Engineer-of-
Record (EOR)
CR 835 Curve Safety Improvements, Hendry County,
FL. This project provided curve safety improvements to
increase safety and reduce crashes by implementing the
recommendations that were identified in the Site Safety
Analysis and Justification Report prepared for this project.
The improvements are located along five curves on CR
835, in eastern Hendry County (Rogers Curve, Saunders
Curve, Blumberg Curve, Jackman Curve, and Southern
Division Curve). Design and preparation of a complete
set of construction contract documents for curve safety
improvements at the five locations is being provided.
Specific improvements at the curve locations include
enhanced warning signage, superelevation correction,
upgraded pavement markings, ground-in rumble stripes
at edgeline and centerline, addition of paved shoulders
and guardrail installation for protection of canal hazards.
Role: Roadway Engineer
Williams Road and Atlantic Gulf Boulevard
Intersection, Village of Estero, FL. KCA was selected by
the Village of Estero to provide design and permitting
services for the roadway and intersection improvements
along Williams Road at Atlantic Gulf Boulevard directly
west of US 41 in the Village of Estero, Florida. This
project includes traffic analysis and design of a single-
lane roundabout at the intersection of Williams Road
at the entrance to a commercial/medical development
to restrict illegal turning movements, enhance safety,
increase turn lane storage at US 41, and provide a
complete street design. The improvements included
both new construction and milling and resurfacing to
accommodate the addition of sidewalk and bicycle
facilities, corridor lighting, landscape, curb and gutter,
drainage infrastructure, and new signing and pavement
markings. Right-of-way analysis and cost-to-cure services
were also necessary for impacts outside the constrained
60’ right-of-way. Role: Project Manager
Ortiz Avenue from Colonial Boulevard (SR 884) to Dr.
Martin Luther King Jr. Boulevard (SR 82), Lee County,
FL. This project includes design services and preparation
of construction plans, permits and specifications for the
widening of Ortiz Avenue from Colonial Boulevard (SR
884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The
existing 1.7-mile corridor consists of a two-lane undivided
arterial roadway with shoulders and a 10-foot multi-
use path located on the west side of the corridor. KCA
is designing a four-lane facility. Based on a traffic study
and analysis, accommodations for an ultimate six-lane
facility will be considered, analyzed, and included where
feasible. A multi-use path will remain on the west side of
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Mr. Martinez has 10 years of
engineering experience in structure
design and innovation. He has
experience performing structural
analyses and preparing calculations
for steel, reinforced concrete, and
prestressed concrete systems.
He has designed numerous box
culverts, wildlife crossings, and
miscellaneous structures. He served as a Structures
Engineer for Collier County’s Vanderbilt Drive Bridge
Replacement, as well as Lee County’s Big Carlos Pass and
Burnt Store Road bridge projects. He is also the Structures
Engineer of Record for the John Yarbrough Linear Park
Pedestrian Bridge over Colonial Boulevard for the City of
Fort Myers.
Lucio Martinez, PE
Structures Design EOR
Kisinger Campo & Associates, Corp. Structures Design EOR
Project Experience
Education
MSCE University of Florida, 2012
BSCE University of Florida, 2011
Registrations/Certifications
Professional Engineer: Florida, 82380
Areas of Specialization
Load Rating System Functionality Miscellaneous
Structure Design QA/QC Structural Analysis
Pedestrian Bridge Design Prestressed Beam Design
trail alignment over the Ten Mile Canal before spanning
Colonial Boulevard, distancing the construction from the
Seminole Gulf Railroad. Role: Structures Engineer
Big Carlos Pass Bridge Replacement PD&E and Design,
Lee County, FL. This project involves conducting a
PD&E Study to consider alternatives for replacement or
rehabilitation of the Big Carlos Pass Bridge, addressing
safety for all road and water users including motorists,
bicyclists, pedestrians, and marine vessels. KCA will
conduct environmental and structural analyses, lead
public involvement/information meetings, obtain
and analyze traffic data, develop conceptual design
plans, coordinate with utility agency owners (UAOs),
determine right-of-way (R/W) impacts, and develop cost
estimates. Additionally, KCA will evaluate traffic noise
and noise walls as part of this study. After approval of
the recommended alternative, KCA will provide the final
design including the design of the bridge, roadway,
drainage, and all permitting. Role: Structures Engineer
Maydell Drive Bridge Replacement, Hillsborough
County, FL. KCA was selected by Hillsborough County for
the Maydell Drive over Palm River Bridge Replacement
PD&E/Design Contract. This project is a Hillsborough
County/FDOT LAP Project and consists of replacing the
existing 616-foot bridge, reconstructing the roadway
approaches, and providing pedestrian connectivity. The
structurally deficient bridge has been closed to vehicular
and pedestrian traffic for several years. The bridge is
highly visible as you drive east on the Selmon Expressway,
and it is a great opportunity to showcase KCA’s diverse
capabilities to Hillsborough County. The KCA Team is
providing a PD&E study, final design plans, specification
and construction phase support for this project. Seeking
an accelerated design schedule, KCA will be guiding
the County through the SWAT process. Role: Structures
Engineer
Vanderbilt Drive Bridge Replacements, Collier County,
FL. KCA was selected by Collier County for the Vanderbilt
Drive Bridge Replacements project to replace two
functionally obsolete bridges located on Vanderbilt Drive
and resurfacing/reconstructing the roadway between
the two bridges. Additional improvements include a
shared-use path along the west side of the road within
the project limits, access to an existing canoe launch at
Little Horse Pass, and roadway profile modifications to
improve stopping sight distance at the intersection of
Vanderbilt Drive and entrance into the Marina Bay Club
condominiums. The project begins approximately 0.7
miles north of CR 846 and ends at the south approach to
the bridge over the Cocohatchee River. The new bridges
will consist of a four-sided box culvert and a multi-span
flat slab bridge. Maintaining traffic during construction
and relocating public utilities to enable continuous
service is critical. KCA will provide roadway and structural
design, pavement design, traffic control plans, signing
and pavement marking, utility relocation design, utility
coordination, drainage, and environmental permitting
services. Role: Structures Engineer
John Yarbrough Linear Park Multi-Use Trail (JYLPMT)
Extension, City of Fort Myers, FL. Located within the
City of Fort Myers and unincorporated Lee County, the
JYLPMT is an existing, non-motorized transportation and
recreation corridor, currently extending approximately
6 miles, from Six Mile Cypress Parkway to Colonial
Boulevard. The proposed 12-foot-wide, 1.8-mile long,
shared-use trail, is envisioned for a wide range of non-
motorized transportation and recreation activities, such as
bicycling, walking, and rollerblading. KCA will team with
the City to develop the safe extension that will become
a great addition to the community and the City Fort
Myers’s bike/pedestrian network. The KCA team proposed
an innovative approach for establishing the proposed
1-15
Lucio Martinez, PE
Page 2
Kisinger Campo & Associates, Corp. Structures Design EOR
Bimini Drive Bridge Replacement, Monroe County,
FL. KCA is providing structures, drainage, and roadway
design; environmental assessment and permitting; utility
coordination; and public involvement services for the
Bimini Drive Bridge (Bridge No. 904603) Replacement
project. The Bimini Drive Bridge is one of four historic
Duck Key bridges, requiring evaluation under the
National Historic Preservation Act (NHPA). KCA led the
Section 106 (NHPA) process to a successful conclusion,
obtaining a MOA for all four historic bridges. Tasks include
assessment of wetland, seagrass, coral, and protected
species impacts resulting from the proposed structure
replacement as well as coordination with federal and
state resource and regulatory agencies. Additional tasks
include obtaining US Army Corps of Engineers 404
dredge and fill permit, US Coast Guard Bridge Permit,
Florida Department of Environmental Protection National
Pollutant Discharge Elimination System permit, and
South Florida Water Management District Environmental
Resource Permit. Role: Structures Engineer
Tanglewood/Bayou Grande Bridge Replacement,
City of St. Petersburg, FL. This project consists of the
replacement of the existing Tanglewood Bridge servicing
Bayou Grande Boulevard northeast over Tanglewood
Canal in Pinellas County, FL. The 67-year-old bridge has
exceeded its expected service life and is experiencing
ongoing deterioration. This bridge is posted for load
restrictions due to its current condition. As a result,
the City of St. Petersburg has slated this structure for
replacement. Under KCA’s Transportation, Stormwater
Management, and Bridge Inspection Contract with
the City, KCA will perform all structures, roadway, and
drainage design for the project. Due to the bridge
replacement taking place over navigable waters,
environmental services and permitting efforts will also be
completed in house, this may include seagrass surveys,
USCG involvement, and public involvement. Role:
Structures Engineer
Garrison Bight Bridge Repair, Monroe County, FL.
KCA is providing engineering design and permitting
services for the Garrison Bight Bridge Repair project.
The bridge, a 177-foot-long prestressed concrete bridge,
was constructed in 1965 and serves as one of the
main commuting routes into the City of Key West. This
FDOT Local Agency Program (LAP) project consists of
concrete spall repair on the deck, railings, beams, bent
caps and seawall, pile jacket installation, substructure
metalizing, deck sealing, expansion joint repair, and
fender system repair. In addition, the road base and
asphalt will be repaired on approximately 1,700 feet of
approach roadway. The KCA team will provide structures
and roadway design; bridge inspection; environmental/
permitting; surveying/mapping and SUE; and
geotechnical services. Role: Structures Engineer
SR 85 Bridge Rehabilitation Design-Build, FDOT
District Three, Okaloosa County, FL. This project
involved the rehabilitation of two bridges in Okaloosa
County in the panhandle of Florida—SR 85 over Five
Mile Cinco and Garniers Bayous. KCA teamed with
Superior Construction Company to jack all spans under
live load, replacing all deteriorated steel bearings with
elastomeric bearings, repairing damaged beam ends
using carbon fiber, and glass fiber reinforced polymers.
In addition to strengthening the beam ends, the jacking
and bearing replacement repairs will free the structure
to expand and contract as originally designed, which
was not being permitted due to previous retrofits and
ongoing corrosion. KCA also completed a beam end
survey report with detailed photos of 912 beam ends,
procured necessary permits, and marked seagrasses for
construction activities. Role: Structures Engineer
I-75 at US 301 Interchange, Manatee County, FDOT
District One. This project consists of widening a six-
lane interstate to eight lanes and major modifications
to the interchange. The project length is four miles. The
interchange modifications involve reconstruction of the
partial cloverleaf to a diamond interchange. This requires
two new 4,000-foot-long structures for two legs of the
diamond interchange to span the Manatee River. Two
additional 1,000-foot-long structures over Salt Marsh
will also be widened. All stormwater is being treated
within the existing right of way. Role: Structures Designer
SR 60 Grade Separation over CSX Railroad, FDOT
District One, Polk County, FL. KCA is designing a grade
separation of SR 60 from the CSX Railroad in West Lake
Wales (Polk County). SR 60 will be designed to span the
CSX Railroad, Peace Creek canal, and an access road to
adjacent property owners while avoiding conflicts with
a gas transmission line—for a total of six bridges. KCA
is providing structures design, authoring the Bridge
Hydraulics Report (BHR), and providing peer review of the
plans, as well as constructability and bidability reviews.
Role: Structures Engineer
Districtwide Load Ratings, FDOT District One.
The intent of this contract was to provide up-to-date
thorough load ratings for existing locally and state owned
bridges in Southwest Florida. Over 400 bridge load
ratings were executed during the contract. Plans were
not available for approximately half of the structures
so KCA’s expertise and experience with Florida bridges
proved important. Decisions were made based on
historical FDOT structures standards, related bridges, and
familiarity with historical FDOT practices. Time constraints
were of importance in executing tasks due to rigid FDOT
deadlines. Role: Structures Designer
1-16
Kisinger Campo & Associates, Corp. Drainage Design EOR
Project Experience
Mr. Rose has 16 years of drainage
experience and permitting as well
as another six years of geotechnical
experience. He has an extensive
knowledge of drainage patterns
in southwest Florida and helped
resolve and provide drainage
input on numerous drainage
issues for both public and private
property owners during his tenure at South Florida Water
Management District (SFWMD). Mr. Rose has worked
with engineers all over Florida and other states as well
as reviewed numerous permit applications including
reviewing construction plans and calculations for various
sized projects. He has performed stormwater design and
permitting for various agencies such as FDOT, Lee County,
Collier County, City of Fort Myers, and the City of Venice.
Mr. Rose has prepared pond siting reports, designed
stormsewer systems, designed various stormwater
management facilities, and designed floodplain
compensation facilities. He has permitted numerous
projects through both SFWMD and Southwest Florida
Water Management District (SWFWMD).
Brian Rose, PE
Drainage Design EOR
Education
z B.S., Civil Engineering, University of Central Florida,
2003
Registrations/Certifications
z Professional Engineer: Florida, 71549 (2010)
Affiliations
z Florida Engineering Society (FES) - Calusa Chapter
Software
z ICPR, HEC-RAS, ASAD, CSLE, and Flowmaster
Areas of Specialization
Drainage Design z Project Management/Coordination
z Plans Review z Floodplain Compensation z
Roadway Stormsewer Systems z Pond Design z
Stormwater Management Facilities z Environmental
Resource Permitting z Crossdrains
Golden Gate Boulevard Design-Build (D/B), Collier
County, FL. Project entailed widening Golden Gate
Boulevard from Wilson Boulevard to 20th Street from two
to four lanes. The project also included off-site ponds,
off-site conveyance, one bridge, setting the appropriate
road profile elevation for an evacuation route, as well
as floodplain compensation. The project also included
complex MOT to accommodate numerous property
owners, school bus drop off and pick up as well as being
prepared for hurricane evacuation. Role: Project Manager/
Drainage Design Engineer, responsible for design of the
stormsewer conveyance system and off-site ponds
23rd Street SW, Collier County, FL. This project
involved widening of the existing two lane road, new
sidewalk along with new driveway turnouts for an
approximate 1 mile section of two lane roadway as well
as new mailboxes. Along with the proposed included
accommodating off-site drainage, and bridge design. The
project also included redesigning an existing stormwater
management facility to accommodate the additional
stormwater for the proposed project with no additional
right-of-way required. Role: Drainage Engineer,
responsible for pond design, stormwater conveyance
system, off-site drainage, as well as permitting
Randall Boulevard Bridge, Collier County, FL. The
Randall Boulevard bridge over the Golden Gate Main
Canal was designated as a scour critical bridge due to
unknown pile foundation depth. Mr. Rose designed
scour countermeasures consisting of Articulated
Concrete Block (ACB) to reduce scour. The project
included SFWMD and Big Cypress Basin (BCB) Right-of-
way permitting. Role: Drainage Engineer
Big Carlos Pass Bridge Replacement PD&E and Design,
Lee County, FL. This project involves conducting a
PD&E Study to consider alternatives for replacement or
rehabilitation of the Big Carlos Pass Bridge, addressing
safety for all road and water users including motorists,
bicyclists, pedestrians, and marine vessels. KCA will
conduct environmental and structural analyses, lead
public involvement/information meetings, obtain
and analyze traffic data, develop conceptual design
plans, coordinate with utility agency owners (UAOs),
determine right-of-way (R/W) impacts, and develop cost
estimates. Additionally, KCA will evaluate traffic noise
and noise walls as part of this study. After approval of
the recommended alternative, KCA will provide the final
design including the design of the bridge, roadway,
drainage, and all permitting. Role: Drainage Engineer,
responsible for designing the bridge and roadway
stormsewer conveyance system
John Yarbrough Linear Park Multi-Use Trail (JYLPMT)
Extension, City of Fort Myers, FL. Located within the
City of Fort Myers and unincorporated Lee County, the
JYLPMT is an existing, non-motorized transportation and
recreation corridor, currently extending approximately
6 miles, from Six Mile Cypress Parkway to Colonial
Boulevard. The proposed 12-foot-wide, 1.8-mile long,
1-17
Brian Rose, PE
Page 2
Kisinger Campo & Associates, Corp. Drainage Design EOR
shared-use trail, is envisioned for a wide range of non-
motorized transportation and recreation activities, such
as bicycling, walking, and rollerblading. KCA will team
with the City to develop the safe extension that will
become a great addition to the community and the City
Fort Myers’s bike/pedestrian network. The KCA team
proposed an innovative approach for establishing the
proposed trail alignment over the Ten Mile Canal before
spanning Colonial Boulevard, distancing the construction
from the Seminole Gulf Railroad. Role: Drainage Engineer
Naples Manor Stormwater Improvements Preliminary
Engineering Study (PES), Collier County, FL. The Naples
Manor Stormwater Improvements project involves the
preparation of a PES to outline options and cost estimates
for the stormwater improvements that will be needed
based on planned sidewalk projects within the Naples
Manor community in Collier County. The KCA team is
tasked with drainage design, condition assessments, and
guiding Collier County staff through the CDBG funding
process. Role: Deputy PM/Drainage Engineer-of-Record
(EOR)
Ten Mile Canal/41 Industrial Park Drainage
Improvements, Lee County, FL. Role: Deputy PM/
Drainage EOR. This project involves the construction
of a canal berm to hydraulically separate lower areas
between Old US 41 in Lee County and the Ten Mile Canal
to prevent severe flooding. The project also seeks to
perform drainage forensics to evaluate the 41 Industrial
Park drainage system to identify specific conveyance
routes for the 25-year/3-day flood event to the canal. The
County tasked the KCA team to perform, at a minimum,
the following services:
z Evaluate and design modifications to the drainage
network (such as upsizing and/or provide additional
drainage pipes), Ten Mile Canal berm, and modify and/
or replace control structures (such as adding gates)
to allow greater storage and discharge before or
after a 25-year/3-day flood event as well as to reduce
100-year/3-day flood risk
z Develop detailed design and construction plans
and specifications with the primary focus on flood
protection and ensure services provided meet the
requirements of the grant funding associated with this
project and will include meeting the project timeline
and deliverables.
z Assist Lee County staff in meeting FEMA HMGP funding
requirements and training on the federal funding
process
z Review existing permits/prepare permit applications;
determine recommendations for the County to
improve the drainage within the 41 Industrial Park
z Attend bid opening, evaluate submitted bids, and
make a recommendation for award
CR 835 Curve Safety Improvements, Hendry County,
FL. This project provided curve safety improvements to
increase safety and reduce crashes by implementing the
recommendations that were identified in the Site Safety
Analysis and Justification Report prepared for this project.
The improvements are located along five curves on CR
835, in eastern Hendry County (Rogers Curve, Saunders
Curve, Blumberg Curve, Jackman Curve, and Southern
Division Curve). Design and preparation of a complete
set of construction contract documents for curve safety
improvements at the five locations is being provided.
Specific improvements at the curve locations include
enhanced warning signage, superelevation correction,
upgraded pavement markings, ground-in rumble stripes
at edgeline and centerline, addition of paved shoulders
and guardrail installation for protection of canal hazards.
Role: Drainage Engineer
Coconut Road Safety and Drainage Improvements,
Village of Estero, Estero, FL. This project includes
the survey and design of drainage improvements at
three locations and extension of an ADA compliant
sidewalk at Coconut Road and South Coconut Island
Drive. Services also include the design of a mid-block
crosswalk near the intersection of Olde Meadowbrook
Boulevard and Coconut Road. The mid-block crosswalk
design implemented the use of two (2) double-sided
solar RRFB assemblies and special emphasis pavement
markings. Photometric analysis for horizontal and vertical
illumination for pedestrians at the crosswalk and LED
lighting design was performed. The proposed drainage
improvements will meet the needs of the drainage
conveyance in this area while limiting impacts to the
many existing utilities present, reducing maintenance
needs, and improving roadside safety for vehicles and
pedestrians. Role: Drainage Engineer
Mercantile Avenue, Collier County, FL. This project
consisted of resurfacing an existing two lanes on
Mercantile Avenue from Airport-Pulling Road to
Commercial Boulevard. The project also included
analyzing roadway flooding issues and designing a
stormwater conveyance system to provide positive
drainage to the outfall. The project included numerous
driveways to adjacent commercial properties and
accommodating each properties outfall. Role: Drainage
Engineer
White Boulevard, Collier County, FL. This project
involved construction of a new sidewalk along the north
side of White Boulevard from Weber Boulevard to 25th
Street SW. The project included accommodating off-site
drainage, coordination with an adjacent project, and
permitting. Role: Drainage Engineer
1-18
Kisinger Campo & Associates, Corp. MOT Design EOR
Project Experience
Ms. Wisdom has served in design
and project management roles
for major and minor projects
throughout Southwest Florida
for 13 years ranging from the
designs of sidewalks, shared-
use paths, pedestrian bridges
and transit facilities to curve
safety improvements, roadway
resurfacing and roadway widening projects. No matter
the contract size, Ms. Wisdoms goal is to provide a
thorough analysis, offer economical and safe solutions,
and maintain constant lines of communication. Her
knowledge and experience managing projects with a
variety of funding sources, including FDOT Local Agency
Program (LAP), and coordinating with various permitting
agencies are advantages that translate into successful
endeavors for any organizations most prized project.
Ms. Wisdom is also proficient in the following software
MicroStation, ArcGIS, and MS Project.
Adrienne Wisdom, PE
MOT Design EOR
Education
z B.S., Civil Engineering, Florida Gulf Coast University,
2009
Registrations/Certifications
z Professional Engineer: Florida, 78492
z FDOT Advanced Maintenance of Traffic (MOT)
z FDEP Qualified Stormwater Management Inspector,
28687
Affiliations
z Institute of Transportation Engineers (ITE)
Areas of Specialization
Roadway Design z Project Management/Coordination
z Plans Review
John Yarbrough Linear Park Multi-Use Trail (JYLPMT)
Extension, City of Fort Myers, FL. Located within the
City of Fort Myers and unincorporated Lee County, the
JYLPMT is an existing, non-motorized transportation and
recreation corridor, currently extending approximately
6 miles, from Six Mile Cypress Parkway to Colonial
Boulevard. The proposed 12-foot-wide, 1.8-mile long,
shared-use trail, is envisioned for a wide range of non-
motorized transportation and recreation activities, such
as bicycling, walking, and rollerblading. KCA will team
with the City to develop the safe extension that will
become a great addition to the community and the City
Fort Myers’s bike/pedestrian network. The KCA team
proposed an innovative approach for establishing the
proposed trail alignment over the Ten Mile Canal before
spanning Colonial Boulevard, distancing the construction
from the Seminole Gulf Railroad. Role: Project Manager
Big Carlos Pass Bridge Replacement PD&E and Design,
Lee County, FL. This project involves conducting a
PD&E Study to consider alternatives for replacement or
rehabilitation of the Big Carlos Pass Bridge, addressing
safety for all road and water users including motorists,
bicyclists, pedestrians, and marine vessels. KCA will
conduct environmental and structural analyses, lead
public involvement/information meetings, obtain
and analyze traffic data, develop conceptual design
plans, coordinate with utility agency owners (UAOs),
determine right-of-way (R/W) impacts, and develop cost
estimates. Additionally, KCA will evaluate traffic noise
and noise walls as part of this study. After approval of
the recommended alternative, KCA will provide the final
design including the design of the bridge, roadway,
drainage, and all permitting. Role: Roadway EOR
Ortiz Avenue from Colonial Boulevard (SR 884) to Dr.
Martin Luther King Jr. Boulevard (SR 82), Lee County,
FL. This project includes design services and preparation
of construction plans, permits and specifications for the
widening of Ortiz Avenue from Colonial Boulevard (SR
884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The
existing 1.7-mile corridor consists of a two-lane undivided
arterial roadway with shoulders and a 10-foot multi-
use path located on the west side of the corridor. KCA
is designing a four-lane facility. Based on a traffic study
and analysis, accommodations for an ultimate six-lane
facility will be considered, analyzed, and included where
feasible. A multi-use path will remain on the west side of
the roadway, and a 5-foot sidewalk will be proposed on
the east side. On-street bicycle facilities will be provided
on both sides of the roadway. The plans will include
roadway transitions from the existing and/or planned
roadway typical sections to the roadway typical sections
approaching SR 884, SR 82 and the Hanson Street
roundabout. The scope of services also includes the
design and preparation of construction plans, permits,
and specifications for the relocation of existing Lee
County Utilities. Role: Deputy Project Manager
CR 835 Curve Safety Improvements, Hendry County,
FL. This project provided curve safety improvements to
increase safety and reduce crashes by implementing the
recommendations that were identified in the Site Safety
Analysis and Justification Report prepared for this project.
The improvements are located along five curves on CR
835, in eastern Hendry County (Rogers Curve, Saunders
Curve, Blumberg Curve, Jackman Curve, and Southern
Division Curve). Design and preparation of a complete
1-19
Adrienne Wisdom, PE
Page 2
Kisinger Campo & Associates, Corp. MOT Design EOR
and widening/reconstructing 60th Avenue from Factory
Shop Boulevard to Mendoza Road to provide a two-lane
or a four-lane section. The 60th Avenue East corridor
from US 301 to Mendoza Road will include street lighting
along with bicycle lanes, sidewalks, and/or a multi-use
trail. KCA is providing traffic analysis, roadway alternatives
development, drainage analysis, environmental impacts
analysis, right-of-way (R/W) analysis, and cost estimates.
The completion of these tasks will be summarized in a
Preliminary Engineering Report, which will be presented
to the Manatee County Board of County Commissioners
along with a recommended alignment. Role: Roadway
Engineer
Municipal Service Tax Benefit Unit (MSTBU) Engineer-
of-Record (EOR), Lee County, FL. Under Lee County’s
MSTBU Program, KCA serves as the EOR performing
various services such as developing design alternatives;
preparing environmental impact summaries; developing
traffic data; preparing final plans and specifications,
cost estimates, bid documents, contract documents,
and governmental permit applications for the U.S. Army
Corps of Engineers, Florida Department of Environmental
Protection, South Florida Water Management District, and
Lee County Department of Community Development;
coordinating utility system adjustments; and providing
construction administrative support services. KCA also
attends public meetings with property owners and
provides input into assessment roll preparation for
all MSTBU projects including roads, bridges, drainage
systems, water and sewer systems, canal and channel
dredging projects, sidewalks, and any other projects
which may be considered for construction. Role:
Roadway Engineer
Tropicaire Boulevard Shared-Use Path, City of North
Port, FL. The KCA team was selected by the City of North
Port to design its new Tropicaire Boulevard Shared-Use
Path project. The win signifies KCA’s first-ever contract
win with the City. The proposed 5-mile, 8-foot-wide paved
asphalt shared-use path is expected to run adjacent
to the south side of Tropicaire Boulevard from Toledo
Blade Boulevard to Ponce De Leon Boulevard in North
Port and will serve as an important principal east-west
connector for the City’s northern boundary. Tropicaire
Blvd. is already used as a well-traveled vehicle, pedestrian,
bicycle, and equestrian facility. KCA will team with the
City to develop a separate and safer path option for
North Port residents that will become a great addition to
the community and the City’s bike/pedestrian network.
Led by Project Manager Alfredo Cely, PE, the KCA team
will be tasked with performing design, environmental
permitting, development of construction plans and
specifications, construction cost and time estimating, and
engineering services during construction. Role: Senior
Roadway Engineer
set of construction contract documents for curve safety
improvements at the five locations is being provided.
Specific improvements at the curve locations include
enhanced warning signage, superelevation correction,
upgraded pavement markings, ground-in rumble stripes
at edgeline and centerline, addition of paved shoulders
and guardrail installation for protection of canal hazards.
Role: Project Manager
Coconut Road Safety and Drainage Improvements,
Village of Estero, Estero, FL. This project includes
the survey and design of drainage improvements at
three locations and extension of an ADA compliant
sidewalk at Coconut Road and South Coconut Island
Drive. Services also include the design of a mid-block
crosswalk near the intersection of Olde Meadowbrook
Boulevard and Coconut Road. The mid-block crosswalk
design implemented the use of two (2) double-sided
solar RRFB assemblies and special emphasis pavement
markings. Photometric analysis for horizontal and vertical
illumination for pedestrians at the crosswalk and LED
lighting design was performed. The proposed drainage
improvements will meet the needs of the drainage
conveyance in this area while limiting impacts to the
many existing utilities present, reducing maintenance
needs, and improving roadside safety for vehicles and
pedestrians. Role: Project Manager
Burgundy Farms Road Roadway Improvements,
Lee County, FL. KCA provided roadway design and
CEI services for the improvements on Burgundy Farms
Road. The existing roadway consisted of a shell/base/dirt
surface. The road is approximately one mile in length.
KCA designed the roadway geometric and pavement
design to exceed Florida Green Book and County Land
Development Code criteria. Based on existing conditions,
significant effort was required to minimize the roadway
profile and drainage impacts. This focus was especially
important when obtaining exemption from Water
Management Permitting and avoidance of environmental
impacts. Role: Roadway and Drainage Engineer-of-
Record (EOR)
60th Avenue East from US 301 to Mendoza Road
Improvements, Manatee County, FL. KCA is conducting
a study to collect field and engineering data and analyze
three build alternatives to for improvements along
60th Avenue East in Manatee County. The objective
of this study is to evaluate widening and operational
improvements to 60th Avenue East to improve overall
traffic operations and provide a multi-modal facility
accommodating bicyclists and pedestrians. In close
proximity to the Ellenton Premium Outlets, this project
(specifically from the intersection of US 301 at 60th
Avenue East to Factory Shops Boulevard) is considered
high importance and a priority for Manatee County.
Improvements include widening 60th Avenue East to a
six-lane section from US 301 to Factory Shop Boulevard
1-20
Kisinger Campo & Associates, Corp. PD&E Re-Evaluation; Public Involvement
Project Experience
As a scientist for 15 years, Mr.
Horwitz has extensive experience
in managing and conducting
public and private sector projects.
He has experience with State
Funded PD&E studies and NEPA
documentation which includes
State Environmental Impact
Report (SEIR), Type 2 Categorical
Exclusions, public involvement, Natural Resource
Evaluation Reports, Wetland Evaluation Reports,
Endangered Species Biological Assessments, Cultural
Resource Assessment Survey, Noise Study Reports,
etc. His experience also includes wetland delineation,
protected species surveys, and environmental
permitting. Mr. Horwitz has managed projects for private
development, FDOT District One and Florida’s Turnpike
Enterprise, which included participating in numerous
studies that required the development and evaluation
of project alternatives along with public involvement,
particularly in the field of transportation.
Martin Horwitz
PD&E Re-Evaluation; Public Involvement
Education
z M.Ed., Secondary Science Education, University of
Florida, 2002
z B.S., Environmental Science, University of Florida,
2001
Certifications
z FDEP Wetland Delineation Training
z FDEP Qualified Stormwater Management Inspector,
#8858
z FHWA Traffic Noise Model 2.5
z FHWA Traffic Noise Fundamentals
z Florida Dept. of Management Services, Florida
Certified Contract Manager
z USFWS Approved Florida Bonneted Bat Acoustic
Surveyor
z PADI Certified SCUBA Diver
Areas of Specialization
National Environmental Policy Act z FDOT Project
Development & Environment (PD&E) Study Process z
Environmental Permitting z Wetland Delineation z
Protected Species Assessment/Permitting z Ecological
Assessment/Documentation
John Yarbrough Linear Park Multi-Use Trail (JYLPMT)
Extension, City of Fort Myers, FL. Located within the
City of Fort Myers and unincorporated Lee County, the
JYLPMT is an existing, non-motorized transportation and
recreation corridor, currently extending approximately
6 miles, from Six Mile Cypress Parkway to Colonial
Boulevard. The proposed 12-foot-wide, 1.8-mile long,
shared-use trail, is envisioned for a wide range of non-
motorized transportation and recreation activities,
such as bicycling, walking, and rollerblading. KCA will
team with the City to develop the safe extension that
will become a great addition to the community and
the City Fort Myers’s bike/pedestrian network. The KCA
team proposed an innovative approach for establishing
the proposed trail alignment over the Ten Mile Canal
before spanning Colonial Boulevard, distancing the
construction from the Seminole Gulf Railroad. Role:
Senior Environmental Scientist
Big Carlos Pass Project Development and Environment
(PD&E) Study and Design, Lee County, FL. This
project involves conducting a PD&E Study to consider
alternatives for replacement or rehabilitation of the Big
Carlos Pass Bridge, addressing safety for all road and
water users including motorists, bicyclists, pedestrians,
and marine vessels. KCA and Lee County are coordinating
with the Florida Department of Transportation (FDOT),
Office of Environmental Management to obtain location
and design concept approval on a preferred alternative.
The study will be in accordance with the National
Environmental Policy Act (NEPA), develop the purpose
and need for the project, and determine environmental
class of action following the FDOT PD&E Manual and
using the Efficient Transportation Decision Making
(ETDM) process. KCA will conduct environmental and
structural analyses, lead public involvement/information
meetings, obtain and analyze traffic data, develop
conceptual design plans, coordinate with utility agency
owners (UAOs), determine right-of-way (R/W) impacts,
and develop cost estimates. Additionally, KCA will
evaluate traffic noise and noise walls as part of this study.
Role: Senior Environmental Scientist
Ortiz Avenue from Colonial Boulevard (SR 884) to Dr.
Martin Luther King Jr. Boulevard (SR 82), Lee County,
FL. This project includes design services and preparation
of construction plans, permits and specifications for the
widening of Ortiz Avenue from Colonial Boulevard (SR
884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The
existing 1.7-mile corridor consists of a two-lane undivided
arterial roadway with shoulders and a 10-foot multi-
use path located on the west side of the corridor. KCA
is designing a four-lane facility. Based on a traffic study
and analysis, accommodations for an ultimate six-lane
facility will be considered, analyzed, and included where
feasible. A multi-use path will remain on the west side of
the roadway, and a 5-foot sidewalk will be proposed on
the east side. On-street bicycle facilities will be provided
1-21
Martin Horwitz
Page 2
Kisinger Campo & Associates, Corp. PD&E Re-Evaluation; Public Involvement
from Lorraine Road to Del Webb Boulevard, and a rural
section from Del Webb Boulevard to CR 675. A Level 1
roundabout screening will be performed to determine
if roundabouts are viable. The KCA team will provide
PD&E/NEPA, roadway and structures design, drainage/
permitting, environmental, S&PM/traffic/signalization,
TTC, public involvement, utility coordination/SUE,
geotechnical/contamination, noise analysis, surveying,
and R/W mapping services. Role: Environmental Lead
SR 429 Widening from Stoneybrook West Parkway
(South) to Florida’s Turnpike, CFX, Orange County,
FL. CFX selected KCA to perform design services for
the widening of SR 429 (Stoneybrook West to Florida’s
Turnpike). This project is the southern component
of an overall plan to widen SR 429 in three segments
from Stoneybrook West Parkway (South) to SR 414. This
project will provide additional capacity and increase the
level of service (LOS) by adding an additional through
lane with inside widening and constructing full-depth
inside shoulders to serve as part-time shoulder use
(PTSU) lanes now or in the future. All mainline bridges
(Stoneybrook West Parkway [South], CR 535, and
Stoneybrook West Parkway [North]) will also be widened
to accommodate the appropriate shoulder widths,
additional general use lane, and ramp modifications.
Ramp improvements will also be made at SR 429 SB
to Turnpike. Additional improvements include milling
and resurfacing the existing lanes, surveying, drainage
evaluation and design, permitting, lighting, signing and
pavement markings (S&PM), signalization, ITS (fiber optic
network), maintenance of traffic (MOT), utility design and
coordination, and geotechnical analysis. Role: Senior
Environmental Scientist
US 27 from Presidents Drive to SR 60, FDOT District
One, Polk County, FL. This project will widen US
27 from four to six lanes and reconstruct the partial
cloverleaf interchange at SR 60 with an interchange
to accommodate the six-lane section on US 27. This
segment of US 27 is a rural principal arterial facility and a
component of the Strategic Intermodal System. It is a vital
link for trucks to transport goods from the agricultural
centers in the south and the Port of Miami to the Central
Florida Intermodal Logistics Center. This FDOT-estimated
$41 million project will include TTC, lighting, drainage,
environmental and permitting, structures, archaeological
analysis, noise studies, traffic and signals, geotech and
contamination, R/W and survey, utilities, and public
involvement/stakeholder coordination. KCA evaluated
seven interchange configurations and recommended
a partial cloverleaf (Parclo), which will eliminate the
design challenges presented by the other configurations,
including the SPUI recommended in the PD&E. Role:
Senior Environmental Scientist
on both sides of the roadway. The plans will include
roadway transitions from the existing and/or planned
roadway typical sections to the roadway typical sections
approaching SR 884, SR 82 and the Hanson Street
roundabout. The scope of services also includes the
design and preparation of construction plans, permits,
and specifications for the relocation of existing Lee
County Utilities. Role: Senior Environmental Scientist
SR 70 from CR 29 to Lonesome Island Rd. PD&E Study,
FDOT District One, Highlands County, FL. KCA was
selected by FDOT District One for the PD&E Study of SR 70
from CR 29 to Lonesome Island Rd. in Highlands County.
For this PD&E study, KCA will evaluate the rehabilitation
or replacement of a 4.4-mile segment of SR 70, which
serves as an east-west corridor across Central Florida from
Bradenton to Fort Pierce. Within the study limits, the SR
70 corridor is classified as a rural principal arterial and is a
part of the Strategic Intermodal System (SIS). The existing
roadway is a two-lane undivided facility with 10-foot
travel lanes and 6-foot (4-foot paved) shoulders. SR 70 is
exhibiting severe pavement distress. FDOT conducted a
geotechnical investigation and determined unsuitable
material beneath the roadbed is likely the cause of the
pavement distresses. Segments of SR 70 will need to
be reconstructed to remove the unsuitable material to
maintain an acceptable pavement condition. The existing
50-foot R/W width is a key constraint that must be
addressed in the study. The narrow shoulders and border
area along with the deep canals make reconstructing
the roadway infeasible within the existing R/W. As a
result, additional R/W must be acquired to reconstruct
and rehabilitate the existing roadway. KCA will not
only be looking at the reconstruction of the existing
two-lane roadway, but will also assess the need for a
four-lane divided roadway. The KCA team is responsible
for studying traffic and function, access management,
pedestrian/bicycle/vehicular safety, utility coordination,
stormwater management, wetlands and listed species
assessment, cultural resources, conservation lands
evaluation, noise and air, contamination, and public
involvement. Role: Project Manager
SR 70 from Lorraine Road to CR 675/Waterbury
Road SWAT, FDOT District One, Manatee County, FL.
Development of this project will use the new FDOT SWAT
process, which will reduce duplicate efforts between
PD&E and design. This project involves providing PD&E
and design services for SR 70 from Lorraine Road to CR
675 (Waterbury Road) in Manatee County. This project’s
purpose is to increase capacity and improve safety on
SR 70, which is a two-lane undivided roadway classified
as an urban principal arterial–other from Lorraine Road
to mile post 10.439 and rural principal arterial–other
eastward to beyond CR 675. KCA will design two four-lane
typical sections within the corridor. A suburban section
1-22
Kisinger Campo & Associates, Corp. Environmental /Permitting
Ashley Abdel-Hadi
Environmental Specialist
Catherine Neal
Environmental /Permitting
Project Experience
Big Carlos Pass Bridge Replacement PD&E and
Design, Lee County, FL. This project involves
conducting a PD&E Study to consider alternatives for
replacement or rehabilitation of the Big Carlos Pass
Bridge, addressing safety for all road and water users
including motorists, bicyclists, pedestrians, and marine
vessels. KCA will conduct environmental and structural
analyses, lead public involvement/information
meetings, obtain and analyze traffic data, develop
conceptual design plans, coordinate with utility
agency owners (UAOs), determine right-of-way (R/W)
impacts, and develop cost estimates. Additionally,
KCA will evaluate traffic noise and noise walls as part
of this study. After approval of the recommended
alternative, KCA will provide the final design including
the design of the bridge, roadway, drainage, and all
permitting. Role: Senior Environmental Scientis
Maydell Drive Bridge Over Palm River (Bridge
#105604) Bridge Replacement, Hillsborough
County/FDOT District Seven, Hillsborough County,
FL. Responsible for the assessment of wetlands,
protected species, and essential fish habitat in
support of the replacement of the Maydell Drive
Bridge over the Palm River. Additional tasks included
the development of the NRE report for the project’s
NEPA analysis and development of federal, state, and
regional environmental permit applications. Role:
Senior Environmental Scientist
SR 70 from Jefferson Avenue to CR 29 PD&E
Study, FDOT District One, Highlands County, FL.
Participated in extensive species-specific surveys
of the Florida scrub jays, sand skinks, gopher
tortoises, and crested caracara associated with the
Ms. Neal has 10 years of
experience in wildlife ecology,
GIS, photointerpretation, and
aquatic community ecology
throughout ecosystems of the
southeastern and southwestern
U.S. She has worked on a broad
range of interdisciplinary projects
in cooperation with federal
agencies such as the U.S. Fish
and Wildlife Service (USFWS), U.S. Forest Service
(USFS), U.S. Department of Agriculture (USDA) and the
Department of Defense (DoD), as well as state agencies
and private developers. Her primary responsibilities
include preliminary site assessments, listed species
surveys, biological monitoring, construction
monitoring, wildlife relocations, wetland delineations
and assessments, ecological site assessments, permit
compliance, and data management.
Ms. Neal has participated in several studies that
required the development and evaluation of project
alternatives, particularly in the field of transportation.
Her transportation project experience has focused
on environmental data collection and analysis,
development and evaluation of project alternatives,
compiling required environmental documents, and
environmental permitting. Ms. Neal is knowledgeable
of the PD&E guidelines used for development of
transportation project by FDOT and the NEPA process.
Ms. Neal has participated in projects for both habitat
and protected species, providing environmental
coordination and support to FDOT, various Florida
counties, FWC, and the USFWS. Additionally, Ms. Neal
has direct experience conducting protected species
surveys for the crested caracara and nests, Florida
scrub-jay, Sherman fox squirrel, gopher tortoise,
red-cockaded woodpecker, wood stork, West Indian
manatee, Florida sandhill crane nests, protected
wetland dependent birds, and burrowing owls.
Education
z M.S., Conservation Biology, Green Mountain
College, 2018
z B.S., Forestry Resources and Wildlife
Management, University of Georgia, 2010
Certifications
z NWCG S-110, S-130, S-190, L-180: Basic Wildland
Firefighter Training
z FWC Gopher Tortoise Authorized Agent, #GTA-
20-00056
z USFWS Approved Florida Bonneted Bat Acoustic
Surveyor
z USFWS Caracara Monitor
z DoD ESA Implementation Course
z PADI Open Water Diver
z USFWS-approved Red-Cockaded Woodpecker
bander
z USFWS-approved American Kestrel bander
Areas of Specialization
Protected, Threatened, & Endangered Species
z Data Management z Game Management z
Wildlife Ecology z Plant and Wildlife Surveys z
Listed Species Relocation z Wetland Ecology and
Assessment z Biological Sampling z Wetland
Delineation
1-23
Kisinger Campo & Associates, Corp. Environmental /Permitting
Catherine Neal
Page 2
Harborview Road PD&E Study from Melbourne
Street to I-75, FDOT District One, Charlotte
County, FL. This project involved an impact analysis
and study of design alternatives for the widening
of approximately 2.3 miles of Harborview Road
from a two-lane undivided roadway to a four-lane
divided roadway. Environmental concerns included
wetlands and protected species such as the gopher
tortoise, indigo snake, wading birds, bald eagle, and
wood stork. Key tasks included the assessment of
wetland impacts associated with various project
alternatives and potential impacts to federal and
state-listed protected species and the development
of the NRE report for the project’s NEPA analysis
and development of federal, state, and regional
environmental permits. Role: Environmental Scientist
Districtwide Environmental Management Office
(EMO) Support Contract, FDOT District One. Provides
assistance in jurisdiction wetland determinations
in support of permit applications, evaluates
USFWS biological opinions, creates AOI reports to
determination potential environmental impacts for
minor works and LAP projects in District One, provides
ERC comments for minor works and LAP projects
on behalf of the Environmental Management Office
(EMO) in District One, provides Type 1 Categorical
Exclusion environmental certifications on behalf of
EMO (includes wetlands, protected species, section
4(f) resources, contamination, and cultural resources).
Role: Environmental Project Manager
60th Avenue East from US 301 to Mendoza Road
Improvements, Manatee County, FL. KCA is
conducting a study to collect field and engineering
data and analyze three build alternatives to for
improvements along 60th Avenue East in Manatee
County. The objective of this study is to evaluate
widening and operational improvements to 60th
Avenue East to improve overall traffic operations
and provide a multi-modal facility accommodating
bicyclists and pedestrians. Improvements include
widening 60th Avenue East to a six-lane section from
US 301 to Factory Shop Boulevard and widening/
reconstructing 60th Avenue from Factory Shop
Boulevard to Mendoza Road to provide a two-lane or
a four-lane section. The 60th Avenue East corridor
from US 301 to Mendoza Road will include street
lighting along with bicycle lanes, sidewalks, and/
or a multi-use trail. KCA is providing traffic analysis,
roadway alternatives development, drainage analysis,
environmental impacts analysis, right-of-way (R/W)
analysis, and cost estimates. Role: Environmental
Scientist
widening of an approximately 7.5-mile section of
SR 70 in Highlands County from two to four lanes.
Development of the NRE reports (including protected
species reports) for the project’s NEPA analysis
and development of federal, state, and regional
environmental permits. Role: Senior Environmental
Scientist
SR 70 from CR 29 to Lonesome Island Road PD&E
Study, FDOT District One, Highlands County, FL.
KCA was selected by FDOT District One for the
Project Development and Environment (PD&E) Study
of SR 70 from CR 29 to Lonesome Island Road in
Highlands County. KCA will evaluate the rehabilitation
or replacement of a 4.4-mile segment of SR 70,
which serves as an east-west corridor across Central
Florida from Bradenton to Fort Pierce. Within the
study limits, the SR 70 corridor is classified as a
rural principal arterial and is a part of the Strategic
Intermodal System (SIS). The existing roadway is a
two-lane undivided facility with 10-foot travel lanes
and 6-foot (4-foot paved) shoulders. The narrow
shoulders and border area along with the deep
canals make reconstructing the roadway infeasible
within the existing R/W. As a result, additional R/W
must be acquired to reconstruct and rehabilitate the
existing roadway. KCA will not only be looking at
the reconstruction of the existing two-lane roadway,
but will also assess the need for a four-lane divided
roadway. Role: Senior Environmental Scientist
Williams Road and Atlantic Gulf Boulevard
Intersection, Villag of Estero, FL. KCA was selected
by the Village of Estero to provide design and
permitting services for the roadway and intersection
improvements along Williams Road at Atlantic Gulf
Boulevard directly west of US 41 in the Village of
Estero, Florida. This project includes traffic analysis
and design of a single-lane roundabout at the
intersection of Williams Road at the entrance to a
commercial/medical development to restrict illegal
turning movements, enhance safety, increase turn
lane storage at US 41, and provide a complete
street design. The improvements included both
new construction and milling and resurfacing to
accommodate the addition of sidewalk and bicycle
facilities, corridor lighting, landscape, curb and
gutter, drainage infrastructure, and new signing and
pavement markings. Right-of-way analysis and cost-
to-cure services were also necessary for impacts
outside the constrained 60’ right-of-way. Role: Senior
Environmental Scientist
1-24
Kisinger Campo & Associates, Corp. Lighting/ITS EOR
the FDOT PD&E Manual and using the ETDM process.
Ultimately a bridge replacement with a high-level fixed
bridge was the selected alternative to move forward to
final design which was overlapped with the completion
of the PD&E study. KCA led the environmental studies,
structural, roadway, drainage and traffic design and
led the public involvement/information meetings,
coordinated with all UAOs and provided detailed cost
estimates to the County. Role: Lead Traffic Engineer
Card Sound Bridge Repair, Monroe County/FDOT
District Six (LAP Project). This project consisted of a
Design Development Report, Load Rating and Bridge
Repair Plans for the Card Sound Bridge. Constructed in
1969, this 2,775 foot long bridge services one of the only
two evacuation routes out of the Florida Keys. This high
level bridge consists of AASHTO beam approach spans
and a fracture critical steel plate girder main span. Repair
concepts were considered that would allow the County
to maximize the remaining service life of the bridge and
allow sufficient time for the planning and funding of an
eventual bridge replacement. The bridge is currently
undergoing extensive substructure deterioration and
steel paint system failure. The repair plans included deck
repair, CP pile jackets, substructure metalizing, spall repair
and joint repair. KCA also produced an Environmental
Assessment Report and coordinated all of the required
permitting for this very important evacuation route out of
the Florida Keys. Role: Lead Traffic Engineer
Vanderbilt Drive Bridge Replacements, Collier
County, FL. KCA was selected for the Vanderbilt Drive
Bridge Replacements project to replace two functionally
obsolete bridges located on Vanderbilt Drive and
resurfacing/reconstructing the roadway between
the two bridges. Additional improvements include a
shared-use path along the west side of the road within
the project limits, access to an existing canoe launch at
Little Horse Pass, and roadway profile modifications to
improve stopping sight distance at the intersection of
Vanderbilt Drive and entrance into the Marina Bay Club
condominiums. The project begins approximately 0.7
miles north of CR 846 and ends at the south approach to
the bridge over the Cocohatchee River. The new bridges
will consist of a four-sided box culvert and a multi-span
flat slab bridge. Maintaining traffic during construction
and relocating public utilities to enable continuous
service is critical. KCA will provide roadway and structural
design, pavement design, traffic control plans, signing
and pavement marking, utility relocation design, utility
coordination, drainage, and environmental permitting
services. Role: Lead Traffic Engineer
Big Carlos Pass PD&E Study and Final Design, Lee
County, FL. This project involved conducting a PD&E
study to consider alternatives for the replacement or
rehabilitation of the Big Carlos Pass Bridge. The study
was conducted in accordance with NEPA requirements
to develop the purpose and need for the project and to
determine the environmental class of action following
Project Experience
Fathy Abdalla, Ph.D., PE, PTOE
Lighting/ITS EOR
Education
Ph.D., Civil Engineering, University of Central Florida,
2003
MSCE (Transportation), Cairo University, 1999
BSCE, Zagazig University, Egypt 1995
Registrations/Certifications
Professional Engineer: Florida, 63914; North Carolina,
043459; South Carolina, 38585; Michigan, 51908
Professional Traffic Operations Engineer, 1578
FDOT Advanced MOT Certification
FDOT Specification Package Preparation (Certified)
Professional Affiliations
Institute of Transportation Engineers, 38575
American Society of Civil Engineers, 412294
American Society of Highway Engineers
Areas of Specialization
Signalization Design Traffic Impact/Circulation
Studies Traffic Simulation/Modeling Intersection/
Interchange/Corridor Analysis Signing and Pavement
Marking Traffic Safety
Dr. Abdalla has 25 years of
diversified experience in the
transportation industry and serves
as KCA’s Traffic Engineering and
Planning Department Manager.
Traffic experience includes traffic
impact studies, traffic circulation
studies, traffic simulation and
modeling, intersection/interchange
analysis, corridor analysis, traffic safety, signing and
pavement marking design and plan preparation,
and signalization design. He has prepared numerous
transportation/traffic studies for FDOT and other local
authorities. Typical traffic studies include trip generation,
trip distribution, level of service/capacity analyses of
signalized intersections and arterials, freeway merge,
diverge, and weaving analyses along with the associated
recommendations for the improvements necessary
to meet design criteria. Roadway experience includes
roadway plan and profile design, typical section design,
pavement design, and preparing exceptions/Variations. Dr.
Abdalla has served as Project Engineer for different City/
County/FDOT roadway design projects in Florida, including
new construction, widening, and resurfacing projects.
1-25
Fathy Abdalla, Ph.D., PE, PTOE
Page 2
Kisinger Campo & Associates, Corp. Lighting/ITS EOR
replacement as well as coordination with federal and
state resource and regulatory agencies. Additional tasks
include obtaining US Army Corps of Engineers 404
dredge and fill permit, US Coast Guard Bridge Permit,
Florida Department of Environmental Protection National
Pollutant Discharge Elimination System permit, and
South Florida Water Management District Environmental
Resource Permit. Role: Senior Traffic Engineer
Miscellaneous Traffic Engineering Services, Lee
County, FL. As part of this contract, KCA designed
intersection safety improvements at the intersection of
Alico Road at Gator Road in Ft. Myers. The improvements
included adding new signalization, adding additional
signing, protecting the railroad signal equipment, and
replacing the railroad tracks crossing Gator Road. Role:
Project Manager and Lead Traffic Engineer
SR 50 from Lockhart Road to Remington Road, FDOT
District Seven, Hernando County, FL. The project
involves an existing four-lane divided rural principal
arterial in Hernando County, which will be widened to a
six-lane divided with raised median, 12-foot lanes, 8-foot
shoulders, bike lanes on the paved outside shoulders, and
sidewalks on both sides. The KCA team will be providing
roadway design, traffic control, structures, lighting,
signals/S&PM, drainage and permitting, environmental,
public involvement, utility coordination/SUE, right-of-way
surveying/mapping, and archaeological services. Role:
QC Manager
60th Avenue East from US 301 to Mendoza Road
Improvements, Manatee County, FL. KCA is conducting
a study to collect field and engineering data and
analyze three build alternatives to for improvements
along 60th Avenue East in Manatee County. The
objective of this study is to evaluate widening and
operational improvements to 60th Avenue East to
improve traffic operations and provide a multi-modal
facility accommodating bicyclists/pedestrians. In close
proximity to the Ellenton Premium Outlets, this project
(specifically from the intersection of US 301 at 60th Ave.
East to Factory Shops Blvd) is considered high importance
and a priority for the County. Improvements include
widening 60th Ave. East to a six-lane section from US
301 to Factory Shop Blvd and widening/reconstructing
60th Avenue from Factory Shop Boulevard to Mendoza
Road to provide a two-lane or a four-lane section.
KCA is providing traffic analysis, roadway alternatives
development, drainage analysis, environmental impacts
analysis, right-of-way (R/W) analysis, and cost estimates.
The completion of these tasks will be summarized in a
Preliminary Engineering Report, which will be presented
to the Manatee County Board of County Commissioners
along with a recommended alignment. Role: Traffic
Engineer
Sugarloaf Boulevard Bridge Replacement, Monroe
County, FL. This project consists of the replacement of
the existing Sugarloaf Boulevard Bridge over Sugarloaf
Canal. The existing bridge is a three-span AASHTO
beam bridge founded on pile bents that serves as the
only vehicular route for residents that live on the south
side of Sugarloaf Key. The existing superstructure and
substructure is in poor condition as a result of the
structure’s age and the extremely aggressive environment
present at the bridge site. Monroe County has tasked
KCA to design a single-span bridge replacement, which
will eliminate the need for pile bents in the water and
reduce future maintenance costs. The proposed bridge
will span 96 feet and service two 11-foot lanes with
2.5-foot outside shoulders and a 5-foot sidewalk for
pedestrian connectivity. Approximately 400 feet of
roadway reconstruction will be required to tie in the
replacement bridge with the existing roadway typical
section. Special preference will be given to corrosion
resistant materials and special concrete mix designs to
ensure this bridge replacement achieves the full 75-year
design life while being subjected to the harsh local MOT,
signing and pavement marking (S&PM), and drainage
design as well as environmental/permitting services and
public involvement for the project. Survey, geotechnical
engineering, and coastal engineering have been provided
by our subconsultants. Role: Senior Traffic Engineer
Maydell Drive Bridge Replacement, Hillsborough
County, FL. KCA was selected by Hillsborough County for
the Maydell Drive over Palm River Bridge Replacement
PD&E/Design Contract. This project is a Hillsborough
County/FDOT LAP Project and consists of replacing the
existing 616-foot bridge, reconstructing the roadway
approaches, and providing pedestrian connectivity. The
structurally deficient bridge has been closed to vehicular
and pedestrian traffic for several years. The bridge is
highly visible as you drive east on the Selmon Expressway,
and it is a great opportunity to showcase KCA’s diverse
capabilities to Hillsborough County. The KCA Team is
providing a PD&E study, final design plans, specification
and construction phase support for this project. KCA will
be guiding the County through the SWAT process. Role:
Lead Traffic Engineer
Bimini Drive Bridge Replacement, Monroe County,
FL. KCA is providing structures, drainage, and roadway
design; environmental assessment and permitting; utility
coordination; and public involvement services for the
Bimini Drive Bridge (Bridge No. 904603) Replacement
project. The Bimini Drive Bridge is one of four historic
Duck Key bridges, requiring evaluation under the
National Historic Preservation Act (NHPA). KCA led the
Section 106 (NHPA) process to a successful conclusion,
obtaining a MOA for all four historic bridges. Tasks include
assessment of wetland, seagrass, coral, and protected
species impacts resulting from the proposed structure
1-26
Kisinger Campo & Associates, Corp. Structures Design
Project Experience
Vanderbilt Drive Bridge Replacements, Collier County,
FL. KCA was selected by Collier County for the Vanderbilt
Drive Bridge Replacements project to replace two
functionally obsolete bridges located on Vanderbilt Drive
and resurfacing/reconstructing the roadway between
the two bridges. Additional improvements include a
shared-use path along the west side of the road within
the project limits, access to an existing canoe launch at
Little Horse Pass, and roadway profile modifications to
improve stopping sight distance at the intersection of
Vanderbilt Drive and entrance into the Marina Bay Club
condominiums. The project begins approximately 0.7
miles north of CR 846 and ends at the south approach to
the bridge over the Cocohatchee River. The new bridges
will consist of a four-sided box culvert and a multi-span
flat slab bridge. Maintaining traffic during construction
and relocating public utilities to enable continuous
service is critical. KCA will provide roadway and structural
design, pavement design, traffic control plans, signing
and pavement marking, utility relocation design, utility
coordination, drainage, and environmental permitting
services. Role: Structures Engineer
No Name Key Bridge Repair, Monroe County/FDOT
District Six (LAP Project). This project consisted of a
Design Development Report and Bridge Repair Plans
for the No Name Key Bridge. Constructed in 1967, this
2,200 foot long bridge provides the only access to No
Name Key. Innovative repair concepts were considered
that would maintain access to the island throughout
construction. The repair plans included extensive deck
repair, CP pile jackets, substructure metalizing, spall repair
and joint repair. KCA also produced an Environmental
Assessment Report and coordinated all of the required
permitting for this important link between Big Pine Key
and No Name Key. Role: Project Manager/Engineer-
of-Record, provided extensive coordination between
Monroe County and FDOT District Six, responsible for
overseeing all design efforts and coordination of design
with all other disciplines
Card Sound Bridge Repair, Monroe County/FDOT
District Six (LAP Project). This project consisted of a
Design Development Report, Load Rating and Bridge
Repair Plans for the Card Sound Bridge. Constructed in
1969, this 2,775 foot long bridge services one of the only
two evacuation routes out of the Florida Keys. This high
level bridge consists of AASHTO beam approach spans
and a fracture critical steel plate girder main span. Repair
concepts were considered that would allow the County
to maximize the remaining service life of the bridge and
allow sufficient time for the planning and funding of an
eventual bridge replacement. The bridge is currently
undergoing extensive substructure deterioration and
steel paint system failure. The repair plans included deck
repair, CP pile jackets, substructure metalizing, spall repair
and joint repair. KCA also produced an Environmental
Assessment Report and coordinated all of the required
permitting for this very important evacuation route out
of the Florida Keys. Role: Project Manager/Engineer-
Jason LaBarbera, PE
Structures Design
Mr. LaBarbera has 20 years of
extensive experience in structural
design, specializing in bridges
exposed to extremely aggressive
environments and bridges
over navigable waterways. His
structural design expertise
ranges from complex curved
steel box and plate girder bridges
to simple prestressed/flat slab bridges, pedestrian
bridges, and tunnels. In addition to Mr. LaBarbera’s
bridge design experience, he is also well seasoned in
the design of box culverts, gantries, mast arms, sign
structures, and strain poles. He has acted as both the
PM and EOR for many recent bridge replacement and
rehabilitation projects such as Maydell Bridge, Sugarloaf
Boulevard over Sugarloaf Canal, Vanderbilt Drive over
Little Horse Pass, Historic Bridges of Duck Key Bridge
Replacements, Garrison Bight Bridge, No Name Key
Bridge Rehabilitation, and Card Sound High-Level Bridge
Rehabilitation. Most recently, he has served as PM for
two large bridge rehabilitation projects and a general
engineering services contract.
Education
z BSCE, University of South Florida, 2001
Registrations
z Professional Engineer: Florida, 64004
Affiliations
z American Concrete Institute-Suncoast, Corporation
z American Society of Civil Engineers (ASCE)
z Florida Engineering Society (FES)
Areas of Specialization
Bridge/Structures Design z Complex Steel Design z
Project Management z Multi-Level Interchanges z
Bridge Repair/Rehabilitation z Load Ratings z Cathodic
Protection z Peer Review
1-27
Jason LaBarbera, PE
Page 2
Kisinger Campo & Associates, Corp. Structures Design
reconstructing the roadway approaches, and providing
pedestrian connectivity. This structurally deficient bridge
has been closed to vehicular and pedestrian traffic for
several years. The replacement bridge will consist of
six 90’ spans resulting in a total bridge length of 630’.
36” Florida-I Beams will be supported by pile bents
and riprap protection will be provided at the sloped
abutments. The adjacent roadway will be reconstructed
and a combination open/closed drainage system will be
provided to accommodate the slightly raised profile. The
10-foot wide sidewalk on the bridge will connect back
to existing sidewalks north and south of the project,
however, this wide sidewalk is designed to eventually
accommodate the Hillsborough County Trails Master Plan.
The KCA Team is providing a PD&E study, final design
plans, specification and construction phase support for
this project. Extensive permitting efforts are also provided
for the US Coast Guard Bridge Permit, SWFWMD Permit,
US Army Corp. Permits (including a 408 Permit) and
a Tampa Port Authority Sovereign Submerged Lands
Easement. Seeking an accelerated design schedule,
KCA will be guiding the County through the Statewide
Acceleration Transformation (SWAT) process. Role: Project
Manager and Structural Oversight
Big Carlos Pass PD&E Study and Final Design, Lee
County, FL. This project involved conducting a PD&E
study to consider alternatives for the replacement or
rehabilitation of the Big Carlos Pass Bridge. The study
was conducted in accordance with NEPA requirements
to develop the purpose and need for the project and to
determine the environmental class of action following
the FDOT PD&E Manual and using the ETDM process.
Ultimately a bridge replacement with a high-level fixed
bridge was the selected alternative to move forward to
final design which was overlapped with the completion
of the PD&E study. KCA led the environmental studies,
structural, roadway, drainage and traffic design and
led the public involvement/information meetings,
coordinated with all UAOs and provided detailed cost
estimates to the County. Role: Senior Structures Engineer
Immokalee Road (CR 846) and Collier Boulevard
(CR 951) Intersection Improvements - Structures
Plans Review, Collier County, FL. This task includes
an independent review of the bridge replacement and
culvert extension that will be constructed as part of the
Immokalee Road (CR 846) and Collier Boulevard (CR 951)
Intersection Improvements project. KCA is performing
a comprehensive, thorough, independent review of the
EOR’s structures bid plans including design plans and
calculations, special provisions, engineer’s estimates, and
quantity computations. Role: Structures Engineer
of-Record, provided extensive coordination between
Monroe County and FDOT District Six, responsible for
overseeing all design efforts, and coordination of design
with all other disciplines
Sugarloaf Boulevard Bridge Replacement, Monroe
County, FL. This project consists of the replacement of
the existing Sugarloaf Boulevard Bridge over Sugarloaf
Canal. The existing bridge is a three-span AASHTO
beam bridge founded on pile bents that serves as the
only vehicular route for residents that live on the south
side of Sugarloaf Key. The existing superstructure and
substructure is in poor condition as a result of the
structure’s age and the extremely aggressive environment
present at the bridge site. Monroe County has tasked
KCA to design a single-span bridge replacement, which
will eliminate the need for pile bents in the water and
reduce future maintenance costs. The proposed bridge
will span 96 feet and service two 11-foot lanes with
2.5-foot outside shoulders and a 5-foot sidewalk for
pedestrian connectivity. Approximately 400 feet of
roadway reconstruction will be required to tie in the
replacement bridge with the existing roadway typical
section. Special preference will be given to corrosion
resistant materials and special concrete mix designs to
ensure this bridge replacement achieves the full 75-year
design life while being subjected to the harsh local MOT,
signing and pavement marking (S&PM), and drainage
design as well as environmental/permitting services and
public involvement for the project. Survey, geotechnical
engineering, and coastal engineering have been provided
by our subconsultants. Role: PM
Tanglewood/Bayou Grande Bridge Replacement,
City of St. Petersburg, FL. This project consists of the
replacement of the existing Tanglewood Bridge servicing
Bayou Grande Boulevard northeast over Tanglewood
Canal in Pinellas County, FL. The 67-year-old bridge has
exceeded its expected service life and is experiencing
ongoing deterioration. This bridge is posted for load
restrictions due to its current condition. As a result,
the City of St. Petersburg has slated this structure for
replacement. Under KCA’s Transportation, Stormwater
Management, and Bridge Inspection Contract with
the City, KCA will perform all structures, roadway, and
drainage design for the project. Due to the bridge
replacement taking place over navigable waters,
environmental services and permitting efforts will also be
completed in house, this may include seagrass surveys,
USCG involvement, and public involvement. Role:
Structures Engineer
Maydell Drive, Hillsborough County/FDOT District
Seven, Hillsborough County, FL. This project is a
Hillsborough County/FDOT District Seven LAP project
and consists of replacing the existing 616-foot bridge,
1-28
Project Experience
Big Carlos Pass Bridge Replacement PD&E and Design,
Lee County, FL. This project involves conducting a
PD&E Study to consider alternatives for replacement or
rehabilitation of the Big Carlos Pass Bridge, addressing
safety for all road and water users including motorists,
bicyclists, pedestrians, and marine vessels. KCA will
conduct environmental and structural analyses, lead
public involvement/information meetings, obtain
and analyze traffic data, develop conceptual design
plans, coordinate with utility agency owners (UAOs),
determine right-of-way (R/W) impacts, and develop cost
estimates. Additionally, KCA will evaluate traffic noise
and noise walls as part of this study. After approval of
the recommended alternative, KCA will provide the final
design including the design of the bridge, roadway,
drainage, and all permitting. Role: Drainage Engineer,
responsible for preparing the drainage documentation
design report, stormwater management design,
stormwater conveyance design, and plans production.
41 Industrial Park Drainage Improvements, Lee
County, FL. The FEMA funded Ten Mile Canal/41
Industrial Park Drainage Improvements Project for Lee
County involves the construction of a canal berm to
hydraulically separate lower areas between Old US 41
in Lee County and the canal to prevent severe flooding.
The project also seeks to perform drainage forensics
to evaluate the 41 Industrial Park drainage system to
identify specific conveyance routes for the 25-year/3-
day flood event to the Ten Mile Canal. Role: Drainage
Engineer, responsible for preparing the drainage design
documentation report, culvert inspections, and ICPR
modeling.
Naples Manor Stormwater Improvements, Collier
County, FL. The CDBG funderd Naples Manor Stormwater
Improvements project involves the preparation of a
Preliminary Engineering Study (PES) to outline options
and cost estimates for the stormwater improvements
that will be needed based on planned sidewalk projects
within the Naples Manor community in Collier County.
Role: Drainage Engineer, responsible for preparing
data collection, drainage documentation report, culvert
inspections, and stormwater calculations.
Previous Experience:
Cronin Engineering, Naples, FL. Role: Project Manager,
responsibilities included preparing site drainage plans
to control, store, and diverge the stormwater runoff per
local municipality code; performed stormwater storage
calculations utilizing underground and above ground
storage retention; collaborated with peers and clients
on various projects to produce a polished final product;
assembled engineering forensic reports evaluating
the existing conditions for potential causes of failure
for residential and commercial structures; developed
complete engineering drawings for residential and
commercial structures including specifications and
details. She also aided in design of driven concrete piles,
helical piles, shallow foundations, shearwalls, exterior
walls, beams, columns, green roofs, and trusses; qualified
and hired subcontractors to complete required tasks,
ensure correct procedures are performed, and project
schedules are maintained.
Courtney Richards, EI
Drainage Design
Ms. Richards has three years
of experience and serves as a
Drainage Engineer in our Fort
Myers office. She has experience
in procurement risk assessments
and oversight and is familiar with
local municipalities regulations
and land development codes
including the City of Naples,
Collier County, Lee County,
City of Marco Island, Hideaway Beach and the City of
Fort Myers. She is proficient in Automated Storm Sewer
Analysis & Design (ASAD), Interconnected Channel and
Pond Routing (ICPR), AutoCAD Civil 3D 2019, GeoPAK
MicroStation, AutoCAD 2019 2D, HEC-HMS, HEC-RAS,
Flowmaster, EPANET, ModFlow, ASCE 7-10/16 Wind Calc
and Bluebeam Revu.
Education
z B.S., Environmental Engineering, Florida Gulf Coast
University, 2017
Regitrations/Certifications
z Engineer in Training: Florida, 1100020841 (2017)
Kisinger Campo & Associates, Corp. zDrainage Design
1-29
Kisinger Campo & Associates, Corp. PD&E Re-Evaluation
and pedestrian traffic for several years. The bridge is
highly visible as you drive east on the Selmon Expressway,
and it is a great opportunity to showcase KCA’s diverse
capabilities to Hillsborough County. The KCA Team is
providing a PD&E study, final design plans, specification
and construction phase support for this project. Seeking
an accelerated design schedule, KCA will be guiding the
County through the SWAT process. Role: Deputy Project
Manager
Bimini Drive Bridge Replacement, Monroe County,
FL. KCA is providing structures, drainage, and roadway
design; environmental assessment and permitting; utility
coordination; and public involvement services for the
Bimini Drive Bridge (Bridge No. 904603) Replacement
project. The Bimini Drive Bridge is one of four historic
Duck Key bridges, requiring evaluation under the
National Historic Preservation Act (NHPA). KCA led the
Section 106 (NHPA) process to a successful conclusion,
obtaining a MOA for all four historic bridges. Tasks include
assessment of wetland, seagrass, coral, and protected
species impacts resulting from the proposed structure
replacement as well as coordination with federal and
state resource and regulatory agencies. Additional tasks
include obtaining US Army Corps of Engineers 404
Big Carlos Pass PD&E Study and Final Design, Lee
County, FL. This project involved conducting a PD&E
study to consider alternatives for the replacement or
rehabilitation of the Big Carlos Pass Bridge. The study
was conducted in accordance with NEPA requirements
to develop the purpose and need for the project and to
determine the environmental class of action following
the FDOT PD&E Manual and using the ETDM process.
Ultimately a bridge replacement with a high-level fixed
bridge was the selected alternative to move forward to
final design which was overlapped with the completion
of the PD&E study. KCA led the environmental studies,
structural, roadway, drainage and traffic design and
led the public involvement/information meetings,
coordinated with all UAOs and provided detailed cost
estimates to the County. Role: PD&E Engineer
Maydell Drive Bridge Replacement, Hillsborough
County, FL. KCA was selected by Hillsborough County for
the Maydell Drive over Palm River Bridge Replacement
PD&E/Design Contract. This project is a Hillsborough
County/FDOT LAP Project and consists of replacing the
existing 616-foot bridge, reconstructing the roadway
approaches, and providing pedestrian connectivity. The
structurally deficient bridge has been closed to vehicular
Project Experience
Michael Campo, PE
PD&E Re-Evaluation
Education
z MBA, University of Notre Dame, 2005
z B.S., Business Finance, University of Florida, 2004
z B.S., Civil Engineering, University of Florida, 2004
Registrations/Certifications
z Professional Engineer: Florida, 70651; North Carolina,
041246
Affiliations
z American Society of Civil Engineers
z Florida Engineering Society
Software
z MicroStation, Geopak, and Autodesk Civil 3D
Areas of Specialization
Project Management/Coordination z PD&E Studies
z Roadway Design z Arterial Highway Widening
Reconstruction z Utility Coordination/Relocation z
Resurfacing, Restoration, and Rehabilitation z Access
Management z Pavement Design
Mr. Campo has 17 years of
experience and will bring an
exceptional level of knowledge
in complex project management,
FDOT guidelines, and
transportation solutions on the
state, county, and local levels.
His expertise in transportation
planning, engineering, and design
involves a broad array of projects including PD&E studies,
interstate widening, arterial highway reconstruction, and
resurfacing, restoration, and rehabilitation (RRR) projects.
His involvement includes project management, roadway
design, technical report preparation, and post-design
support. Mr. Campo has managed many PD&E and design
projects that have included urban/suburban, arterial
widening, grade separation, intersection improvements,
and roadway extensions. He currently serves as Deputy
PM for the Hillsborough County Maydell Drive Bridge
Replacement PD&E and Design project. Additionally, Mr.
Campo recently served as PM and Roadway Engineer-
of-Record (EOR) for the design of FDOT District Seven’s
$54 million project extending SR 56 to US 301 in Pasco
County, which includes the construction of eight bridge/
bridge culverts along the new project alignment. He
has been with KCA throughout his entire career and
has served clients including FDOT, local municipalities,
private clients, and transportation authorities.
1-30
Michael Campo, PE
Page 2
Kisinger Campo & Associates, Corp. PD&E Re-Evaluation
I-75 from East of SR 951 to SR 78, FDOT District One,
Collier and Lee Counties, FL. This project involves a
series of PD&E reevaluations to address an ultimate
10-lane configuration for 42 miles of I-75 from east of
SR 951 in Collier County to SR 78 in Lee County. The
project also includes highway, drainage, and major
bridge design for limited-access facilities, express lane
design, and coordination with the Florida’s Turnpike
Enterprise (FTE) and Federal Highway Administration.
The team will analyze and assess the project’s impact
on the social, economic, cultural, natural, and physical
environment. Key project elements include the
determination of a Managed Lanes Typical Section
Alternative, determination of Ingress and Egress locations,
and determination of the project segmentation (phased
implementation). Development of a corridor wide typical
section and determination of the Express Lane versus
General Use Lane buffer type (concrete barrier with full
shoulders versus 4-foot buffer with Express Lane markers)
will be a key geometric design consideration. The team
will coordinate closely with FTE to evaluate the tolling
concepts for both the final condition and each segment
of the phased implementation to ensure tolling remains
continuous and to minimize temporary infrastructure.
KCA is providing environmental design services for this
project. Role: PD&E Engineer
SR 70 from Lorraine Road to CR 675/Waterbury
Road SWAT, FDOT District One, Manatee County, FL.
Development of this project will use the new FDOT SWAT
process, which will reduce duplicative efforts between
PD&E and design. This project involves providing PD&E
and design services for SR 70 from Lorraine Road to CR
675 (Waterbury Road) in Manatee County. This project’s
purpose is to increase capacity and improve safety on
SR 70, which is a two-lane undivided roadway classified
as an urban principal arterial–other from Lorraine Road
to mile post 10.439 and rural principal arterial–other
eastward to beyond CR 675. KCA will design two four-lane
typical sections within the corridor. A suburban section
from Lorraine Road to Del Webb Boulevard, and a rural
section from Del Webb Boulevard to CR 675. A Level 1
roundabout screening will be performed to determine
if roundabouts are viable. The KCA team will provide
PD&E/NEPA, roadway and structures design, drainage/
permitting, environmental, S&PM/traffic/signalization,
TTC, public involvement, utility coordination/SUE,
geotechnical/contamination, noise analysis, surveying,
and R/W mapping services. Role: Deputy Project Manager
and Roadway EOR
dredge and fill permit, US Coast Guard Bridge Permit,
Florida Department of Environmental Protection National
Pollutant Discharge Elimination System permit, and
South Florida Water Management District Environmental
Resource Permit. Role: PD&E Engineer
19th Avenue NE Widening – US 41 to US 301 PD&E
Study, Hillsborough County, FL. KCA was selected by
Hillsborough County to evaluate improvements along
19th Avenue NE. This PD&E study involves widening
19th Avenue NE, a two-lane undivided road, from US
41 to US 301 to provide a four-lane divided facility with
enhanced pedestrian, bicycle, and transit facilities. This
project requires widening the existing two-lane I-75
overpass or constructing a new overpass spanning the
interstate. This improvement impacts I-75’s limited access
right-of-way (R/W). KCA is developing PD&E documents
and 30% design plans. The KCA team is ensuring our
conceptual design meets Hillsborough County’s Vision
Statement (provide enhanced roadway corridors with
improved safety, mobility, and congestion relief through
a context and environmentally sensitive design, which is
supported by community and key project stakeholders).
Additionally, KCA is assisting with the required airspace
agreement, which will be signed by the County
Administrator and approved by FDOT and FHWA. Role:
Project Manager
Progress Boulevard and S. 78th Street Improvements
PD&E and Design, Hillsborough County, FL. KCA
was selected by Hillsborough County to evaluate
the widening of Progress Boulevard and roadway
improvements to S. 78th Street. This PD&E study involves
widening Progress Boulevard, a two-lane undivided
road, from Magnolia Park Boulevard to Valleydale Drive
to provide a four-lane divided facility with enhanced
pedestrian, bicycle, and bus facilities. Widening Progress
Boulevard will require widening the existing I-75 overpass
or constructing a new overpass spanning the interstate.
Improvements to S. 78th Street, a two-lane undivided
road from Progress Boulevard to Causeway Boulevard,
includes turn lane improvements and enhanced
pedestrian, bicycle, and bus facilities. KCA will develop
PD&E documents and 30% design plans. The KCA team
will ensure our conceptual designs meet the County’s
Vision Statement (provide enhanced roadway corridors
with improved safety, mobility, and congestion relief
through a context and environmentally sensitive design,
which is supported by community and key project
stakeholders). Role: Deputy Project Manager
1-31
Kisinger Campo & Associates, Corp. Environmental/Permitting
Ashley Abdel-Hadi
Environmental Specialist
Ashley Abdel-Hadi
Environmental /Permitting
Project Experience
John Yarbrough Linear Park Multi-Use Trail
(JYLPMT) Extension, City of Fort Myers, FL. Located
within the City of Fort Myers and unincorporated
Lee County, the JYLPMT is an existing, non-
motorized transportation and recreation corridor,
currently extending approximately 6 miles, from
Six Mile Cypress Parkway to Colonial Boulevard. The
proposed 12-foot-wide, 1.8-mile long, shared-use
trail, is envisioned for a wide range of non-motorized
transportation and recreation activities, such as
bicycling, walking, and rollerblading. KCA will team
with the City to develop the safe extension that
will become a great addition to the community and
the City Fort Myers’s bike/pedestrian network. The
KCA team proposed an innovative approach for
establishing the proposed trail alignment over the
Ten Mile Canal before spanning Colonial Boulevard,
distancing the construction from the Seminole Gulf
Railroad. Role: Senior Environmental Scientist
Sugarloaf Boulevard Bridge Replacement, Monroe
County, FL. This project consists of the replacement of
the existing Sugarloaf Boulevard Bridge over Sugarloaf
Canal. The existing bridge is a three-span AASHTO
beam bridge founded on pile bents that serves as the
only vehicular route for residents that live on the south
side of Sugarloaf Key. Monroe County has tasked KCA
to design a single-span bridge replacement, which
will eliminate the need for pile bents in the water
and reduce future maintenance costs. Tasks include
assessment of wetland, seagrass, coral, and protected
species impacts resulting from the proposed structure
replacement as well as coordination with federal and
state resource and regulatory agencies. Additional
tasks include obtaining USACE 404 dredge and fill
permit, US Coast Guard Bridge Permit, FDEP NPDES
permit, and SFWMD Environmental Resource Permit.
Role: Senior Environmental Scientist
Ms. Abdel-Hadi has 11 years of
educational, professional, and
field experience with wildlife
ecology and terrestrial and
aquatic community ecology
throughout ecosystems of the
Southeastern and Western
United States. She has worked on
a broad range of interdisciplinary
projects in cooperation with federal agencies such
as the U.S. Fish and Wildlife Service (USFWS), U.S.
Environmental Protection Agency (EPA), and Bureau
of Land Management, as well as state agencies and
private developers. Her primary responsibilities
include project management, technical document
preparation, vegetation monitoring, wetland
delineations, habitat assessments, nuisance and/or
exotic species mapping, protected species surveys
and relocations, preliminary site assessments, data
management, water quality sampling and data
collection, environmental permitting, and permit
compliance.
Education
z MS, Ecological Restoration, University of Florida,
2017
z BS, Biology, University of Central Florida, 2010
Certifications
z Florida Stormwater, Erosion, and Sedimentation
Control Inspector
z Authorized Gopher Tortoise Agent / FWC,
GTA-15-00012B
z USFWS-approved Florida Bonneted Bat Acoustic
Surveyor
z Surface Water Certification #987T-1117 (from N.C.
Environmental Management Commission)
Professional Affiliations
z Tampa Bay Association of Environmental
Professionals (TBAEP)
Areas of Specialization
Biological/Environmental Compliance z Data
Management z Wetland Ecology and Assessment z
Wetland Delineation z Wildlife Ecology z Botanical
and Wildlife Surveys z Listed Species Relocation z
Biological Sampling z Water Quality Assessments
1-32
Ashley Abdel-Hadi
Page 2
Kisinger Campo & Associates, Corp. Environmental/Permitting
tasks include obtaining US Army Corps of Engineers
404 dredge and fill permit, US Coast Guard Bridge
Permit, Florida Department of Environmental
Protection National Pollutant Discharge Elimination
System permit, and South Florida Water Management
District Environmental Resource Permit. Role: Senior
Environmental Scientist
Harbour Drive Bridge Replacement, Monroe County,
FL. KCA is providing structures, drainage, and roadway
design; environmental assessment and permitting;
utility coordination; and public involvement services
for the Harbour Drive Bridge (Bridge No. 904604)
Replacement project. The Harbour Drive Bridge
is one of four historic Duck Key bridges, requiring
evaluation under the National Historic Preservation
Act (NHPA). KCA led the Section 106 (NHPA) process
to a successful conclusion, obtaining a MOA for
all four historic bridges. Tasks include assessment
of wetland, seagrass, coral, and protected species
impacts resulting from the proposed structure
replacement as well as coordination with federal and
state resource and regulatory agencies. Additional
tasks include obtaining US Army Corps of Engineers
404 dredge and fill permit, US Coast Guard Bridge
Permit, Florida Department of Environmental
Protection National Pollutant Discharge Elimination
System permit, and South Florida Water Management
District Environmental Resource Permit. Role: Senior
Environmental Scientist
Ortiz Avenue Widening from SR 884 (Colonial
Boulevard) to SR 82 (Dr. Martin Luther King Jr.
Boulevard), Lee County, FL. KCA is performing
design and permitting services for the improvements
to Ortiz Ave. from Colonial Blvd. to SR 82 (Dr. Martin
Luther King Jr. Blvd.), which is a 1.7-mile corridor
consisting of a two-lane undivided urban arterial.
This project involves widening Ortiz Ave. from two
to four lanes. KCA will design the four-lane facility
within the County’s existing right-of-way. Specific
tasks include the assessment of the project area for
the presence of federal and/ or state-listed protected
species, determination of wetland jurisdictional
boundaries using federal and state guidelines, and a
quantitative assessment of existing wetland values
and wetland values using the UMAM. Additional tasks
include obtaining USACE 404 dredge and fill permit,
FDEP NPDES permit, and a South Florida Water
Management District (SFWMD) ERP. Role: Senior
Environmental Scientist
Maydell Drive Bridge Replacement, Hillsborough
County, FL. KCA was selected by Hillsborough
County for the Maydell Drive over Palm River Bridge
Replacement PD&E/Design Contract. This project is a
Hillsborough County/FDOT LAP Project and consists of
replacing the existing 616-foot bridge, reconstructing
the roadway approaches, and providing pedestrian
connectivity. The structurally deficient bridge has been
closed to vehicular and pedestrian traffic for several
years. The bridge is highly visible as you drive east on
the Selmon Expressway, and it is a great opportunity
to showcase KCA’s diverse capabilities to Hillsborough
County. The KCA Team is providing a PD&E study, final
design plans, specification and construction phase
support for this project. Seeking an accelerated design
schedule, KCA will be guiding the County through the
SWAT process. Role: Environmental Scientist
Big Carlos Pass Bridge Replacement PD&E and
Design, Lee County, FL. This project involves
conducting a PD&E Study to consider alternatives for
replacement or rehabilitation of the Big Carlos Pass
Bridge, addressing safety for all road and water users
including motorists, bicyclists, pedestrians, and marine
vessels. KCA will conduct environmental and structural
analyses, lead public involvement/information
meetings, obtain and analyze traffic data, develop
conceptual design plans, coordinate with utility
agency owners (UAOs), determine right-of-way (R/W)
impacts, and develop cost estimates. Additionally,
KCA will evaluate traffic noise and noise walls as part
of this study. After approval of the recommended
alternative, KCA will provide the final design including
the design of the bridge, roadway, drainage, and all
permitting. Role: Senior Environmental Scientist
Bimini Drive Bridge Replacement, Monroe County,
FL. KCA is providing structures, drainage, and roadway
design; environmental assessment and permitting;
utility coordination; and public involvement services
for the Bimini Drive Bridge (Bridge No. 904603)
Replacement project. The Bimini Drive Bridge is
one of four historic Duck Key bridges, requiring
evaluation under the National Historic Preservation
Act (NHPA). KCA led the Section 106 (NHPA) process
to a successful conclusion, obtaining a MOA for
all four historic bridges. Tasks include assessment
of wetland, seagrass, coral, and protected species
impacts resulting from the proposed structure
replacement as well as coordination with federal and
state resource and regulatory agencies. Additional
1-33
Kisinger Campo & Associates, Corp. Lighting/ITS
Big Carlos Pass Bridge Replacement PD&E and Design,
Lee County, FL. This project involves conducting a
PD&E Study to consider alternatives for replacement or
rehabilitation of the Big Carlos Pass Bridge, addressing
safety for all road and water users including motorists,
bicyclists, pedestrians, and marine vessels. KCA will
conduct environmental and structural analyses, lead
public involvement/information meetings, obtain
and analyze traffic data, develop conceptual design
plans, coordinate with utility agency owners (UAOs),
determine right-of-way (R/W) impacts, and develop cost
estimates. Additionally, KCA will evaluate traffic noise
and noise walls as part of this study. After approval of
the recommended alternative, KCA will provide the final
design including the design of the bridge, roadway,
drainage, and all permitting. Role: Roadway EOR
Coconut Road Safety and Drainage Improvements,
Village of Estero, Estero, FL. This project includes
the survey and design of drainage improvements at
three locations and extension of an ADA compliant
sidewalk at Coconut Road and South Coconut Island
Drive. Services also include the design of a mid-block
crosswalk near the intersection of Olde Meadowbrook
Boulevard and Coconut Road. The mid-block crosswalk
design implemented the use of two (2) double-sided
solar RRFB assemblies and special emphasis pavement
markings. Photometric analysis for horizontal and vertical
illumination for pedestrians at the crosswalk and LED
lighting design was performed. The proposed drainage
improvements will meet the needs of the drainage
conveyance in this area while limiting impacts to the
many existing utilities present, reducing maintenance
needs, and improving roadside safety for vehicles and
pedestrians. Role: Traffic Engineer
Project Experience
Burak Konuk, PE, PTOE, IMSA III
Lighting/ITS
Education
M.S., Civil Engineering, University of Hartford, 2009
MBA, University of Hartford, 2009
B.S., Civil Engineering, Gazi University, Ankara, Turkey,
2005
Registrations/Certifications
Professional Engineer: Florida, 81581; South Carolina,
382709
Professional Traffic Operations Engineer, 3689
FDOT Temporary Traffic Control (TTC) - Intermediate
IMSA Traffic Signal Field Technician - Level 1 and 2
IMSA Traffic Signal Senior Field Technician - Level III
Professional Affiliations
Intelligent Transportation Society of Florida (ITS
Florida)
International Municipal Signal Association (IMSA)
Institute of Transportation Engineers (ITE)
American Society of Civil Engineers (ASCE)
American Society of Highway Engineers (ASHE)
National Society of Professional Engineers (NSPE)
Areas of Specialization
Intelligent Transportation Systems Lighting
Signalization Design Traffic Operations Traffic
Impact Studies Traffic Simulation/Modeling
Signing and Pavement Marking Traffic Safety
Mr. Konuk has 12 years of
experience with various aspects
of transportation engineering
including intelligent transportation
systems (ITS) operations and
planning, traffic modeling and
simulation, traffic studies, capacity
and operational analysis, signal
planning and design, highway
and roadway geometric design, utility and railroad
coordination, permitting, construction inspection
and surveying, and technical report writing projects
ranging from local roads to large-scale highway projects.
He has coordinated and reviewed the development
of conceptual, preliminary, and final ITS plans and
performed field investigations to evaluate existing
conditions of ITS facilities. In addition, Mr. Konuk
has prepared and completed engineering designs
that respond to project need through production of
roadway plans, pavement marking plans, roadway
signing, maintenance of traffic (MOT), and construction
staging. He has strong technical skills in highway design
including preparation of plans, profiles, typical sections,
cross sections, details, feasibility studies, specifications,
quantity take-off calculations, and cost estimates. Mr.
Konuk has performed analytical tasks including traffic
data collection, data manipulation, and analysis and
prepared traffic-related studies using highway capacity
software such as SYNCHRO/SimTraffic and HCS. He assists
with graphic design for presentations and proposals
and provides quality assurance/quality control (QA/QC)
for all work produced to ensure technical accurateness
and compliance. He is proficient with industry standard
computer design software such as MicroStation, GEOPAK,
INROADS and competent in the use of Microsoft Excel,
Microsoft Word, Microsoft Outlook, and Microsoft Project.
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Burak Konuk, PE, PTOE, IMSA III
Page 2
Kisinger Campo & Associates, Corp. Lighting/ITS
the capacity to perform turning movement counts. KCA
is preparing designs to support TSM&O initiatives of the
Department to achieve improvements while setting the
necessary technologies to enable CV and Smart Cities.
Role: ITS/Traffic Engineer
SR 70 from Lorraine Road to CR 675/Waterbury
Road SWAT, FDOT District One, Manatee County, FL.
Development of this project will use the new FDOT SWAT
process, which will reduce duplicate efforts between
PD&E and design. This project involves providing PD&E
and design services for SR 70 from Lorraine Road to CR
675 (Waterbury Road) in Manatee County. This project’s
purpose is to increase capacity and improve safety on
SR 70, which is a two-lane undivided roadway classified
as an urban principal arterial–other from Lorraine Road
to mile post 10.439 and rural principal arterial–other
eastward to beyond CR 675. KCA will design two four-lane
typical sections within the corridor. A suburban section
from Lorraine Road to Del Webb Boulevard, and a rural
section from Del Webb Boulevard to CR 675. This project
also involves roundabout design for seven intersections.
The KCA team will provide PD&E/NEPA, roadway and
structures design, drainage/permitting, environmental,
S&PM/traffic/signalization, TTC, public involvement, utility
coordination/SUE, geotechnical/contamination, noise
analysis, surveying, and R/W mapping services. Role:
Traffic Engineer
SR 50 from Lockhart Road to Remington Road, FDOT
District Seven, Hernando County, FL. The project
involves an existing four-lane divided rural principal
arterial in Hernando County, which will be widened to a
six-lane divided with raised median, 12-foot lanes, 8-foot
shoulders, bike lanes on the paved outside shoulders, and
sidewalks on both sides. The KCA team will be providing
roadway design, traffic control, structures, lighting,
signals/S&PM, drainage and permitting, environmental,
public involvement, utility coordination/SUE, right-of-way
surveying/mapping, and archaeological services.
Role: QC reviewer for Lighting
Ortiz Avenue from Colonial Boulevard (SR 884) to Dr.
Martin Luther King Jr. Boulevard (SR 82), Lee County,
FL. This project includes design services and preparation
of construction plans, permits and specifications for the
widening of Ortiz Avenue from Colonial Boulevard (SR
884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The
existing 1.7-mile corridor consists of a two-lane undivided
arterial roadway with shoulders and a 10-foot multi-
use path located on the west side of the corridor. KCA
is designing a four-lane facility. Based on a traffic study
and analysis, accommodations for an ultimate six-lane
facility will be considered, analyzed, and included where
feasible. A multi-use path will remain on the west side of
the roadway, and a 5-foot sidewalk will be proposed on
the east side. On-street bicycle facilities will be provided
on both sides of the roadway. The plans will include
roadway transitions from the existing and/or planned
roadway typical sections to the roadway typical sections
approaching SR 884, SR 82 and the Hanson Street
roundabout. The scope of services also includes the
design and preparation of construction plans, permits,
and specifications for the relocation of existing Lee
County Utilities. Role: Traffic Engineer
SR 5/S. Dixie Highway from north of SW 336th Street
to S. of SW 304th Street, FDOT District Six, Miami-
Dade County, FL. KCA was selected by FDOT District Six
to design the SR 5/S. Dixie Highway from N. of SW 336th
Street to S. of SW 304th Street project in Homestead, FL.
The win signifies the first roadway design contract win
for KCA in District Six in more than 20 years. The project
provides Resurfacing, Restoration, and Rehabilitation
(RRR) and safety improvements along a 2.2-mile stretch
of SR 5/US 1 in Miami-Dade County. The project’s
improvements are aimed to extend the facility’s service
life and correct deficient pavement conditions through
milling and resurfacing the existing pavement, shoulder
widening, and widening of turn lanes in addition to
drainage, traffic and traffic control, utility coordination,
landscape architecture, and public involvement work. SR
5/US 1, an urban principal arterial, runs through a major
commercial corridor located within the City of Homestead
and Florida City. The highway is part of the National
Highway System and has a Suburban Commercial (C-3C)
context classification and Strategic Intermodal System
(SIS) designation. Role: ITS/Traffic Engineer
SR 500 from CFX SR 429 Interchange to Jones Avenue,
FDOT District Five, Orange County, FL. Project work
includes upgrading four signalized intersections to smart
signalized intersections, inclusive of hardware to upgrade
to ATC controllers, ATSPM and CV ready along a four-
mile corridor. The smart signal includes presence and
advanced detection on all lanes and all approaches with
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RSSB28010.2021 Collier Co Design Services for the 16th Street NE Bridge
RELEVANT EXPERIENCE
Continuing Services, Design-Build Owners Representative, Collier County, FL
Project Manager providing Collier County with project management and engineering
support services for the Pine Ridge Road Corridor Improvements project (Project
#60201). Specifically, we are supporting the County during the negotiation of scope of
services for the Design Consultant. We will also provide independent peer reviews of all
design components that will establish a Design-Build Criteria Package. We will continue
the independent peer review services through the Design-Build design process until
Released for Construction (RFC) Plans are approved.
Districtwide General Consultant Services, FDOT District One — Project Manager
for Kimley-Horn’s services as a subconsultant to another firm for a wide range of
engineering, planning, environmental, landscape architecture, technical, management
and administrative services projects for the Work Program within District One and support
the construction, maintenance, and operations of the state highway system. He currently
serves as design project manager for all District One Local Agency Program (LAP), Joint
Participation Agreements (JPA), and Locally Funded Agreement (LFA) projects between
FDOT and the local agencies within Manatee, Sarasota, Polk, Hardee, Highlands, and
Okeechobee Counties.
Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr.
Boulevard (SR 82), Lee County, FL — Project Manager. This project includes design
services and preparation of construction plans, permits and specifications for the
widening of Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King
Jr. Boulevard (SR 82). The existing 1.7-mile corridor consists of a two-lane undivided
arterial roadway with shoulders and a 10-foot multi-use path located on the west side
of the corridor. Based on a traffic study and analysis, accommodations for an ultimate
six-lane facility is being designed. A multi-use path will remain on the west side of the
roadway, and a six-foot sidewalk is proposed on the east side. On-street bicycle facilities
will be provided on both sides of the roadway. The plans include roadway transitions
from the existing and/or planned roadway typical sections to the roadway typical
sections approaching SR 884, SR 82 and the Hanson Street roundabout. The scope of
services also includes the design and preparation of construction plans, permits, and
specifications for the relocation of existing Lee County Utilities.
Southwest Area Office (SWAO) General Engineering Consultant Services, FDOT
District One — Served as Project Manager for all District One projects requiring Joint
Participation Agreements and Locally Funded Agreements between FDOT and the local
agencies within District One. Reviewed and evaluated proposals from metropolitan
planning organizations (MPO), local agencies, and local governments within Collier, Lee,
Charlotte, Hendry, DeSoto, and Glades Counties regarding candidate project development
for the FDOT Tentative Five-Year Work Program. Researched technical questions and
issues related to projects within Collier, Lee, Charlotte, Hendry, DeSoto, and Glades
Counties and provided information to the public information director, Director of SWAO,
and FDOT Community Liaisons.
Big Carlos Pass Bridge Replacement PD&E and Design, Lee County, FL — Utility
Coordinator and Roadway Engineer. This project involves conducting a PD&E Study to
consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge,
addressing safety for all road and water users including motorists, bicyclists, pedestrians,
SPECIAL QUALIFICATIONS »Has 32 years of extensive experience
in management and roadway design
specializing in roadway design, right-
of-way plans design, plans review, and
LAP support
»Has completed design and plans
production efforts for both sidewalk
and trail projects in addition to rural
and urban highway resurfacing and
reconstruction projects
»Experienced with federal, state, and
local agency coordination in preparing
environmental assessments and
construction documents, as well as for
design, plan preparation, and bidding of
118 parcel sanitary sewer service
»Has keen understanding of “off
system” design criteria and the
economic constraints facing most local
governments
PROFESSIONAL CREDENTIALS »Master of Business Administration,
University of Tennessee, 1994
»Bachelor of Science, Civil Engineering,
University of Tennessee, 1988
»Professional Engineer,in Florida,
#59672, February 20, 2003
»Professional Engineer in Kentucky,
#19066, February 5, 1996
»FDOT Excellence in Project
Management, 1B
»ATSSA Florida Advanced Work Zone
Traffic Control
»Institute of Transportation Engineers
»American Society of Civil Engineers
»American Society of Highway Engineers
Rick Arico, P.E.
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Rick Arico, P.E.
Relevant Experience Continued
RSSB28010.2021 Collier Co Design Services for the 16th Street NE Bridge
and marine vessels. The PD&E included environmental and structural analyses, lead public involvement/information meetings, traffic data
analysis, developing conceptual design plans, coordination with utility agency owners, determination of R/W impacts, and developing cost
estimates. Evaluation of traffic noise and noise walls were included as part of this study. After approval of the recommended alternative,
final design is being completed, including the design of the bridge, roadway, drainage, and all permitting.
CR 54 (Wesley Chapel Boulevard) from N. of SR 56 to N. of Magnolia Boulevard, Pasco County, FL — Project Manager. This
project widened CR 54 from a two-lane undivided rural roadway to a six-lane divided urban section from approximately ½ mile north
of SR 56 to 640 feet north of Magnolia Boulevard. The length of the project is 3.1 miles. Three intersections were signalized including
signalization interconnect. The box culvert at Cabbage Swamp was replaced with bridge structures to improve hydraulics and provide
a dry shelf wildlife crossing. In addition to roadway and structure design, services included right-of-way and topographic survey, title
search reports, R/W maps, project drainage design, stormwater treatment and retention, environmental mitigation design, environmental
permitting, utility coordination, and soils investigation in support of roadway plans with S&PM, and signalization components.
Vanderbilt Drive Bridge Replacements, Collier County, FL — Quality Control. Replaced two functionally obsolete bridges located
on Vanderbilt Drive and resurfaced/reconstructed the roadway between the two bridges. Additional improvements included a shared-
use path along the west side of the road within the project limits, access to an existing canoe launch at Little Horse Pass, and roadway
profile modifications to improve stopping sight distance at the intersection of Vanderbilt Drive and entrance into the Marina Bay Club
condominiums. The project begins approximately 0.7 miles north of CR 846 and ends at the south approach to the bridge over the
Cocohatchee River. The new bridges consisted of a four-sided box culvert and a multi-span fat slab bridge. Maintaining traffic during
construction and relocating public utilities to enable continuous service was critical.
Sandhill Boulevard Improvements, Charlotte County, FL — Project Manager. Provided design and permitting services for
improvements to Sandhill Boulevard from Kings Highway to Deep Creek Boulevard. The design reconfigured the Sandhill Boulevard
approach at the intersection of Kings Highway to address congestion. This required adding a dedicated westbound right-turn lane
and providing additional westbound left-turn storage. Access consideration for the adjacent RaceTrac convenience store and adjacent
businesses was evaluated as part of the proposed lane reconfiguration. Drainage impacts were addressed and evaluation of potential
floodplain impacts were considered.
Curley Road from CR 54 to North of Wells Road, Pasco County, FL — Project Manager/Engineer-of-Record (EOR). This project
involves the reconstruction of 2.4 miles of existing two-lane rural roadway to a four-lane road with sidewalks. The southern 1.1 miles is
being realigned from its current location to a new alignment from CR 54 to Wells Road. The proposed four-lane urban section will have
flush inside shoulders with curb installed when it is widened to six lanes. Stormwater management for water quality (treatment) and water
quantity (attenuation) will be provided for the ultimate six-lane section through the use of wet detention stormwater management facilities.
Burgundy Farms Road Roadway Improvements, Lee County, FL — Project Manager. Provided roadway design and CEI services for
the improvements on Burgundy Farms Road. The existing roadway consisted of a shell/base/dirt surface. The road is approximately one
mile in length. Designed the roadway geometric and pavement structure to exceed Florida Green Book and County Land Development
Code criteria. Based on existing conditions, significant effort was required to minimize the roadway profile and drainage impacts. This focus
was especially important when obtaining exemption from Water Management Permitting and avoidance of environmental impacts.
Coconut Road Safety and Drainage Improvements, Village of Estero, FL — Project Manager. This project included the survey and
design of drainage improvements at three locations and extension of an ADA compliant sidewalk at Coconut Road and South Coconut
Island Drive. Services also included the design of a mid-block crosswalk near the intersection of Olde Meadowbrook Boulevard and
Coconut Road. The mid-block crosswalk design implemented the use of two double-sided solar RRFB assemblies and special emphasis
pavement markings. Photometric analysis for horizontal and vertical illumination for pedestrians at the crosswalk and LED lighting design
was performed. The proposed drainage improvements will meet the needs of the drainage conveyance in this area while limiting impacts
to the many existing utilities present, reducing maintenance needs, and improving roadside safety for vehicles and pedestrians.
41 Industrial Park Drainage Improvements, Lee County, FL — Provide preliminary engineering analysis for the Ten Mile Canal
western berm and the 41 Industrial Park internal drainage conveyance as well as design services for drainage improvements to the Ten
Mile Canal western berm. The intent of this project was to hydraulically disconnect the Ten Mile Canal from the 41 Industrial Park for the
design high storm event. This project was divided into two components. The first component prepared the preliminary engineering analysis
and prepared construction plans for the Ten Mile Canal western berm. The second component evaluated the 41 Industrial Park internal
drainage conveyance system and provided drainage conveyance recommendations.
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RSSB28010.2021 Collier Co Design Services for the 16th Street NE Bridge
RELEVANT EXPERIENCE
Okeechobee Road (SR 25) from East of NW 87 Ave to NW 79 Ave, FDOT District
Six — Design Analyst for final design services for the reconstruction of a ¾-mile section
of Okeechobee Road in Miami-Dade County. Services include widening the existing road
to four lanes in each direction; widening the NW 79th Avenue Bridge over the Miami
(C-6) Canal; intersection modifications at NW 95th Street and Frontage Road; relocation
of an existing BJs Wholesale Club entrance and addition of a new free-flow right-turn
lane; and new access from the Frontage Road to westbound Okeechobee Road. Kimley-
Horn is also responsible for all permitting; structural design; drainage design; signing and
marking; signalization; lighting design; ITS system design; and landscaping along the
corridor.
SR 826 Connector at Golden Glades Interchange and Various Ramps, FDOT
District Six — Project Analyst. Kimley-Horn is providing drainage, ITS, signalization,
lighting, and minor structural design services as a subconsultant to another firm. The
Golden Glades Interchange (GGI) provides connectivity to six major arterials and limited
access expressway facilities including I-95, SR 826/Palmetto Expressway, Florida’s
Turnpike, SR 7/US 441, and NW 167th Street. The GGI has a direct impact on inter-
county travel between Miami-Dade, Broward and Palm Beach counties and serves as
the backbone for the transportation of goods, services, and the traveling public in South
Florida. The South Florida Rail Corridor (SFRC) also traverses the interchange area.
SR 826 Palmetto Expressway from N Canal C-8 Bridge 162 Street to East of NW
67 Avenue, FDOT District Six — Lighting Design Engineer. The project includes full
roadway construction of SR 826, eastbound and westbound frontage roads including the
interchange for SR 826 at NW 67 Avenue as a Single Point Urban Interchange (SPUI).
SR 826 is to be widened to one Express lane, one inside auxiliary lane, three general
purpose lanes, and one outside auxiliary lane with 12-foot inside and outside shoulders.
Frontage Road typical section includes two lanes with a bike lane, curb and gutter and
sidewalk. Florida Gas Transmission (FGT), numerous overhead and underground utilities
are located within project limits. Services provided include lighting analysis and design
and drainage analysis and design.
MDX Design Engineering for SR 874 (Don Shula Expressway) from Kendall Drive
to SR 826, Miami, FL — Assisted with plans preparation for lighting, signalization,
roadway/drainage/landscape design, and signing and marking. This project includes
three miles of widening and minor reconstruction of SR 874 with modifications to two exit
ramps. The nature of the project changed and was re-procured as a Design-Build project.
Kimley-Horn prepared 99% design plans and the subsequent design-build criteria
package.
Reconstruction of Krome Avenue from South of SW 296 St to South of SW
232 St, FDOT District Six — Lighting Design Analyst for the team providing roadway,
signing and marking, signalization, lighting, structures and landscape design. This project
is part of the Krome Avenue South Corridor and has several environmentally sensitive
areas. This segment of Krome Avenue handles part of the main freight activity in South
and West Miami-Dade County, with a daily truck percentage of 15%.
C-478 from US 301 to SR 471, Bushnell, FL — Project Engineer. Kimley-Horn
designed pavement rehabilitation and widening improvements along County Road 478
between US 301 and SR 471 in Sumter County. Specifically, the project’s scope of work
SPECIAL QUALIFICATIONS »More than 13 years of roadway CADD
design experience and nine years
of engineering design and plans
preparation experience for arterials and
limited access highways across Florida
»Proficient in Microstation, GEOPAK,
and AutoCAD
PROFESSIONAL CREDENTIALS »Bachelor of Science, Civil Engineering,
Florida International University, 2014
»Professional Engineer in Florida,
#86833, February 11, 2019
»American Society of Civil Engineers
(ASCE), Member
»Florida Engineering Society (FES),
Member
»Institute of Transportation Engineers
(ITE), Member
»National Society of Professional
Engineers (NSPE), Member
Mo Ansari, P.E.
1-38
Mo Ansari, P.E.
Relevant Experience Continued
RSSB28010.2021 Collier Co Design Services for the 16th Street NE Bridge
consisted of reconstructing a portion of the existing pavement footprint, milling and resurfacing, widening the existing substandard lane
widths to 12 feet, constructing two-foot paved shoulders, regrading roadside swales to tie into natural grade, and other signage/striping
improvements. Ancillary drainage improvements included desilting of existing cross drainpipes and side drainpipes as well as replacing
grates on existing cross-drain mitered end sections. The project limits also included a CSX railroad crossing and coordination with CSX was
required to ensure the track improvements tied into the roadway design. Kimley-Horn performed roadway design, utility coordination, and
permitting for the subject project. Kimley-Horn also prepared opinion of probable costs and construction duration estimates for the project.
Alton Road PD&E Study (5th Street to Michigan Avenue), FDOT District Six — Project Analyst for the Kimley-Horn team performing
a PD&E study to document the requirements for preliminary design for SR 907 (Alton Road) from 5th Street to Michigan Avenue (in Miami
Beach), including the flyover ramp connector between SR 836 and SR 907. The study includes existing conditions, typical sections, traffic
analysis, right-of-way requirements, environmental impacts, and cost of improvements.
SR 710/Beeline Highway Design (East and West), FDOT District Four — Project Engineer for three new construction/widening
projects. The combined length of all projects is 5.33 miles. Kimley-Horn’s design team provided major highway design services for these
projects. The western project (Project A) consisted of the addition of two new lanes to provide a four-lane, divided urban section along with
the replacement of the existing two-lane bridge and construction of a new two-lane parallel bridge to accommodate the new four-lane
roadway. These projects demanded extensive coordination with utility agencies for relocation of their facilities, the City of Riviera Beach,
Palm Beach County and SFWMD. Project A finished construction in 2010. The eastern project (Project B) provided a four-lane, divided
urban highway, and construction finished in late 2014. Project C also provides a four-lane, divided urban highway with perimeter walls for
residents’ privacy. Construction started in January 2016. These projects included extensive right-of-way acquisition and coordination with
local government.
CR 484 Widening, Ocala, FL — Project Manager. Kimley-Horn is providing design, permitting, and bidding assistance services for the
widening of CR 484 in Marion County. This project will widen and reconstruct CR 484 from Marion Oaks Pass to Marion Oaks Course and
include two new signalized intersections at Florida Crossroads Commerce Park Road and SW 49th Court Road. The primary objective of
this project is to widen CR 484 from an existing two-lane undivided roadway to a four-lane divided roadway to support future traffic and
a future Industrial Park as part of a Future Job Growth Infrastructure Grant Agreement with the State of Florida Department of Economic
Opportunity (DEO).
County Road 501 & Warm Springs Avenue Improvements, Ocala, FL — Project Engineer. Kimley-Horn designed roadway, tunnel,
traffic signalization, and roundabout improvements along both County Road 501 & Warm Springs Avenue in Sumter County. The project
included design of a two-lane roundabout, two tunnels underneath four-lane roadways, and the widening of approximately one mile of
roadway from two lanes to four lanes. Our scope included the design and permitting of the improvements, coordination with impacted
utility owners which had infrastructure in the right-of-way and providing assistance during the construction phase.
SR 944 (NW 54th Street/Hialeah Drive) Resurfacing (RRR), FDOT District Six — Project Analyst for the Kimley-Horn team recently
selected to provide engineering services for the resurfacing of SR 944/NW Hialeah Drive in Miami. Services include roadway design,
drainage design, and project coordination. The project includes milling, resurfacing, overbuild, cross slope correction, one new signalized
intersection, and modifications to existing signalized intersection to bring it up to current standards.
SR 972/Coral Way from SW 37 Avenue to SW 13 Avenue Resurfacing, FDOT District Six — Project Analyst for the Kimley-Horn
team that was selected by FDOT District Six for the resurfacing of Coral Way from SW 37th Avenue to east of SW 13th Avenue in Miami.
Kimley-Horn assisted the City of Miami with a beautification master plan and design guidelines in 2002 for this area. A mix of businesses
and apartments, the corridor is unique in its designation as a State Historic Highway (SHH) and is famous for its canopy of mature Banyan
trees. However, these signature trees and widespread flooding will make this more than a typical milling and resurfacing project for FDOT
District Six.
Venetian Causeway Improvements from Bayshore Drive (Miami) to Alton Road (Miami Beach), FL — Project Analyst who
assisted the Kimley-Horn team in developing vertical and horizontal alignments, coordinating drainage design and signing and pavement
markings, decorative lighting, landscape/hardscape/irrigation and signalization plans for this corridor. The project includes extensive
coordination with the City of Miami and the City of Miami Beach to resolve flooding issues. It also required an extensive public involvement
program to address community concerns.
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RSSB28010.2021 Collier Co Design Services for the 16th Street NE Bridge
RELEVANT EXPERIENCE
Districtwide Traffic Safety Studies, FDOT District Two — Project Engineer for
Kimley-Horn’s current FDOT District Two Districtwide Traffic Safety Studies contract for
which we have completed numerous assignments. The projects include performing
studies and developing solutions to crash problems within District Two on state roads.
Types of studies included signal warrant analyses, intersection studies, and arterial
studies. The following list of projects highlights some examples of work assignments we
have completed:
Safety and Operational Intersection Studies, FDOT District Two. Various
intersections throughout the District were analyzed for potential safety and
operational improvements. Locations include SR 134 (103rd Street) at Firestone
Road and I-295, SR 10 (Atlantic Boulevard) at SR 109 (University Boulevard), and SR
10A (Union Street) at Davis Street.
Old St. Augustine Road Arterial and Interstate Ramp Study, FDOT District
Two. Studied arterial safety and operations along Old St. Augustine Road from
the intersection of Bartram Park Boulevard east to the intersection of the Baptist
Medical Center South Driveway. The four signalized intersections were analyzed
along with the eastbound weave section along Old St. Augustine Road between the
two loop ramps. The interstate ramps were additionally studied to determine any
existing safety and operational deficiencies at the merge and diverge areas and the
acceleration and deceleration lanes.
Fatal Crash Reviews, FDOT District Two. Reviewed all fatal crashes that
occurred within the District from 2007 to 2009 to determine if any roadway
characteristics could be considered a contributory cause of the crashes. The fatal
database was updated with verified crash data and summaries of the crash report
narratives. Field visits and detailed crash histories were compiled for locations
warranting additional research
Districtwide Traffic Operations 3R Safety Reviews, FDOT District Four
Performed field reviews, crash data analysis, and traffic operational analysis for
intersections and corridors. Other duties included writing technical reports, developing
improvement alternatives, and providing recommendations based on the operational
analysis of the alternatives.
Districtwide Traffic Operations Safety Studies, FDOT District Four — Project
Engineer for a contract that is performing task work orders ranging from safety studies,
safety reviews, fatal crash reviews, lighting assessments, minor designs, crosswalk
warrant analysis, operational analysis, and qualitative assessments. Involves in all facets
of the contract including field reviews, countermeasure development, economic analysis,
documentation, stakeholder coordination, presentations, scope development, and
subconsultant management.
Districtwide Traffic Operations Studies, FDOT District Six — Project Manager
since June 2015. The contract focuses on the development of various traffic operations
and safety studies including signal and left-turn phase warrant analyses, data collection,
traffic signal and arterial analyses, and safety tasks including fatal crash reviews and high
crash site safety studies.
SPECIAL QUALIFICATIONS »Has 17 years of project engineering
experience
»Experience in Highway Capacity
Software (HCS) and Synchro software
packages
»Experience with the Simplified Trips
on Projects Software (STOPS) transit
model and the Southeast Regional
Planning Model (SERPM), Treasure
Coast Regional Planning Model
(TCRPM), and Northeast Regional
Planning Model (NERPM) based on the
Florida Standard Urban Transportation
Model Structure (FSUTMS)
PROFESSIONAL CREDENTIALS »Master of Civil Engineering,
Transportation Engineering, University
of Florida, 2005
»Bachelor of Science, Civil Engineering,
University of Florida, 2004
»Professional Engineer in Florida,
#69224, January 29, 2009
»Conference of Minority Transportation
Officials (COMTO)
Ian Rairden, P.E.
1-40
Ian Rairden, P.E.
Relevant Experience Continued
RSSB28010.2021 Collier Co Design Services for the 16th Street NE Bridge
Citywide Neighborhood Traffic Calming Plan and Traffic Calming Study, North Miami, FL — Project Engineer. The City of North
Miami retained Kimley-Horn to develop a Citywide Neighborhood Traffic Calming Plan to reduce speeding and cut-through traffic and
preserve the character and functionality of residential streets. This traffic management plan is developed to improve safety and quality of
life for the City’s residents. The study is being conducted in two phases. Phase 1 consists of a feasibility assessment for lowering speed
limits on the residential streets from 30 mph to 25 mph. Phase 2 will include the development of traffic calming strategies for select
residential streets based on the findings of Phase 1. To date, we have completed Phase 1. There was also a traffic calming study to assess
the feasibility of lowering speed limits and the need for traffic calming measures on the following two streets within the City of North
Miami: Keystone Boulevard between Biscayne Boulevard and North Bayshore Drive and North Bayshore Drive between Keystone Boulevard
and north of NE 123 Street. To date, we have conducted traffic data collection, field reviews, and speed data analysis.
Roberts Road Improvement Study, St. Johns County, FL — Project Engineer for this improvement study of Roberts Road in
northwest St. Johns County. The study limits of the project included Roberts Road from Longleaf Pine Parkway to SR 13. The purpose
of the study was to evaluate safety, operational, and geometric deficiencies, and recommend improvements for the study intersections
and the collector. The primary goal of these improvements was to increase the safety while also improving the operational and geometric
characteristics of the corridor. This assessment was based on peak hour turning movement counts, three years of crash data, observations
made during field reviews, field data collection, and drainage data. Recommendations were made for short- and long-term improvements
with estimated construction costs.
Midway Road (CR 712) from Glades Cutoff Road (CR 709) to Selvitz Road (CR 615) PD&E Study, St. Lucie, FL — Traffic
Engineer. Kimley-Horn was a major subconsultant on this 1.6-mile segment of Midway Road. The project included evaluating the widening
of Midway Road from two to four lanes as well as a concept study for a new interchange with the Florida’s Turnpike. Kimley-Horn was
responsible for all traffic analyses, structures evaluations, and environmental (socio-cultural, wetland and endangered species – including
extensive Audubon’s caracara surveys) evaluations. In addition, Kimley-Horn was responsible for preparing the interchange concept report
and coordinating the results with Florida’s Turnpike Enterprise.
Continuing Traffic Engineering Services, St. Johns County, FL — Project Engineer on the Kimley-Horn team that currently serves
the County on their continuing contract, which includes the following study types: signal warrant analysis; isolated intersection analysis
(signalized and/or unsignalized); roadway studies which include travel time and delay, speed zoning, no-passing zones, and highway
lighting; signalized arterial analysis; supplemental work tasks which include 24-hour traffic counts, turning movement counts, pedestrian
volume county, pedestrian group size, vehicle gap size, and left-turn phase warrants; signal design and inspections; and transportation
planning and modeling. Specific projects include:
CR 210/St. Johns Forest Boulevard Traffic Signal Warrant Analysis. Project Engineer involved with determining whether the
existing conditions at the CR 210/St. Johns Forest Boulevard intersection met the warrants for requiring a traffic signal. The project
included analyzing traffic count data, traffic delay data, and intersection conditions.
Park-and-Ride Facility Traffic Assessment, Miami Lakes, FL — Project Engineer for a traffic assessment to analyze the potential
benefit to vehicular traffic flow that is anticipated by the proposed park-and-ride transit facility. As part of this assessment, Kimley-Horn
is assessing the potential Miami-Dade County Department of Transportation and Public Works (DTPW) transit route benefit and single-
occupant vehicle traffic reduction from the park-and-ride facility. A conceptual design of the park-and-ride transit facility with the NE 77th
Avenue realignment is also being prepared based on the evaluation of existing DTPW transit and Town of Miami Lakes Moover routes.
PD&E Study for Jupiter Bascule Bridge Replacement, SR 5/US 1/Federal Highway from CR A1A to Beach Road, FDOT District
Four — Traffic Engineer. Kimley-Horn was retained by District Four to conduct a PD&E study for the Jupiter Bridge (No. 930005) on US
1/ Federal Highway between CR A1A and Beach Road in Palm Beach County. Our team is evaluating the following alternatives: 1) Bridge
rehabilitation; 2) Bridge replacement, high level, mid-level, low level, includes various alignment alternatives; 3) No-build. The various
alignment and build alternatives will include consideration for a temporary bridge, full bridge closure, or phased construction with traffic
on the existing bridge. Each alternative above will evaluate bringing the bridge up to FDOT standards including options to accommodate
pedestrians and bicyclists.
1-41
Florida’s First Choice in Cultural Resource Management LEE HUTCHINSON, RPA
Cultural Resources
8110 Blaikie Court, Suite A, Sarasota, Florida 34240, (941) 379-6206
• Tallahassee Area Office: (850) 926-9285 • St. Augustine Area Office: (904) 829-9100
Ms. Hutchinson’s Collier County experience includes Golden Gate Estates -
Three Bridges 8th Street NE, 16th Street NE, and 47th Avenue NE.; Vanderbilt
Drive (CR 901) Bridge Replacements from South of Bridge #030178 to North of
Bridge #030177, Collier Co.; San Marco Road from Vintage Bay Drive to
Goodland Road; Eleven Bridge Replacements, Collier & Hendry Counties; Inlet
Drive from Addison Court to Travida Terrace; Immokalee Road (CR 846) at
Randall Road Blvd Intersection PD&E Study; and Proposed Ponds and Regional
Alternative Sites SR 82 from the Hendry County Line to Gator Slough Lane. Liaison between the FDOT Districts One, Five and Seven and the FHWA/SHPO
for Continuing Services Contracts, Task Assignments, and PD&E Studies;
responsible for preparing FDOT letters to the SHPO for final project submittal
and approval. Oversight for over 500 cultural resource linear projects for the FDOT, Florida’s
Turnpike Enterprise, and various county and city governments. Lead technical writer for cultural resource assessment component for PD&E
Study reports, pond siting Technical Memoranda, Right-of-Way Transfers,
Corridor Re-Evaluations, and Bridge Replacements. Development of site predictive models for corridor analysis based on knowledge
of current historic and prehistoric Florida environments, geology, and natural
resources. Experience with alternate survey methods including ground penetrating radar
(GPR), probing, and historic and modern aerial photography. Public involvement experience with certified local governments, county
archaeologists, and other local agencies involved with historic preservation. Preparation of NRHP nominations, Determinations of Eligibility (DOE), Linear
Resource Group Forms, and Florida Master Site File (FMSF) forms. Is the Lead Technical Person for ACI’s Quality Control/Quality Assurance
Compliance. Has training in Cemetery Resources Protection, attended cemetery seminars,
monitors all GPR conducted at known and unknown cemetery sites.
Professional Credentials
Meets the Secretary of Interior’s
Professional Qualifications Standards
Registered Professional Archaeologist
(RPA)
M.A. Anthropology/Public Archaeology,
University of South Florida, 1990
B.A. Anthropology, Marshall University,
1985
Florida Archaeological Council (Past-
President)
Hillsborough County Historic Resources
Review Board (Past Chair)
Florida Public Archaeology Network
(Former Director)
Relevant Professional Training
Revised Section 106 Workshop
Cultural Resource Management Plans:
Preparation and Implementations
Workshops in Ceramic, Faunal, Lithic
Analysis, Human Osteology
CPR, Environmental First Aid, AED, and
OSHA Certified
“Working Efficiently with Tribal
Governments”
Ms. Hutchinson, Senior Archaeologist/Project Archaeologist and ACI Laboratory Director, has 35
years of Cultural Resource Management (CRM) experience throughout Florida. She is responsible for
crew, vehicle, and equipment scheduling for all FDOT District projects. Ms. Hutchinson also
organizes and manages laboratory operations and oversees technicians in the analysis of artifacts
including their identification, evaluation, and interpretation. She is responsible for collections
management including the accessioning and treatment of cultural materials in compliance with
pertinent federal and state regulations. Final curation, including packaging prior to conveyance to the
client, or final disposition of the material to a curatorial facility, is under her supervision as well.
1-42
Florida’s First Choice in Cultural Resource Management
MARION M. ALMY, RPA
Cultural Resources
8110 Blaikie Court, Suite A, Sarasota, Florida 34240, (941) 379-6206
• Tallahassee Area Office: (850) 926-9285 • St. Augustine Area Office: (904) 829-9100
Ms. Almy’s Collier County experience includes Golden Gate Estates - Three Bridges
8th Street NE, 16th Street NE, and 47th Avenue NE.; Vanderbilt Drive (CR 901)
Bridge Replacements from South of Bridge #030178 to North of Bridge #030177,
Collier Co.; San Marco Road from Vintage Bay Drive to Goodland Road; Eleven
Bridge Replacements, Collier & Hendry Counties; Inlet Drive from Addison Court to
Travida Terrace; Immokalee Road (CR 846) at Randall Road Blvd Intersection
PD&E Study; and Proposed Ponds and Regional Alternative Sites SR 82 from the
Hendry County Line to Gator Slough Lane. Project Manager and Principal Investigator for a diversity of undertakings on behalf
of all FDOT districts, Florida’s Turnpike Enterprise, and the Central Environmental
Management Office (CEMO). Project types include PD&E studies and re-
evaluations; pond siting surveys; right-of-way transfers; bridge replacements; effects
determinations and Section 106 Case Study Reports; Memoranda of Agreement
(MOA); Data Recovery Plans for Phase II and Phase III excavations, Historic
American Building Survey/Historic American Engineering Record (HABS/HAER)
documentation; and mitigative excavations. Expertise in planning and participation in public workshops, coordinating with local,
state, and national preservation groups and regulatory agencies. Consultant to the Florida Division of Historical Resources (DHR) to develop the
original and revised Standards and Guidelines for Archaeological and Historical
Reports (FAC 1A-46), and ACI’s Project Manager for the DHR Cultural Resource
Management Standards & Operational Manual. More than three decades of experience creating and implementing cultural resource
components for historic preservation interpretive plans for parks, historic sites, trails,
and byways. Recognized leader in historic preservation: Governor’s appointed prehistoric
archaeologist to the Florida National Register Review Board and chairman to the
Florida Historical Commission; Florida Advisor to the National Trust for Historic
Preservation and member of the Executive Committee; contributor to the Journal of
the Florida Engineering Society.
Professional Credentials
Meets the Secretary of Interior’s
Professional Qualifications Standards
Registered Professional Archaeologist
(RPA)
B.A. Anthropology, Florida State
University, 1968
M.A. Anthropology/Public Archaeology,
University of South Florida, 1976
Florida Archaeological Council (past
President)
National Trust for Historic Preservation
(Board of Advisors)
American Cultural Resource
Association (past Director)
Relevant Professional Training
Revised Section 106 Workshop
Advanced Seminar on Preparing
Agreement Documents
Section 4(f) Compliance for
Transportation Projects
Native American Graves Protection and
Repatriation Act
Bridge Rehabilitation for the 21st
Century: Sponsored by FHWA and The
Historic Bridge Foundation
Ms. Almy, the founding Principal and President of Archaeological Consultants, Inc. (ACI), has 45
years of cultural resource management experience throughout Florida. She manages projects for a
diversity of public and private entities including the Florida Department of Transportation, Florida’s
Turnpike Enterprise, the USDA Forest Service, South Florida, Southwest Florida and Suwannee
River Water Management Districts, and various counties, as well as large-scale projects for private
corporations. She represents clients in meetings with regulatory agencies, including the Florida State
Preservation Office, US Army Corps of Engineering, the US Coast Guard, Federal Bureau of Prisons,
the National Park Service, and federally recognized Native American tribes.
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G R E G O RY J . D I S E RI O
Principal & Landscape Architect
Biography: Vice-President, Landscape Architect, and Project Team Leader for David M. Jones, Jr. & As-
sociates since 1990. His experience leads the team of employees, sub-consultants, and clients toward suc-
cessful financial and developmental completion of both public and private industry projects. Projects range
from small to regional, comprehensive, multi-phased projects with values above $4 million.
Education/ Certifications
Bachelor of Landscape Architecture, West Virginia University, 1980
Florida Landscape Architecture Licensure: 1982
Florida Water Star Accredited Professional in Irrigation
Professional Design Experience:
1990-Present: Vice President, David M. Jones, Jr. and Associates, Inc. (DMJA). DMJA is a locally owned and operated small
business, serving Southwest Florida for the past thirty eight (38) years. DMJA provides Landscape Architecture, Site Plannin g,
Environmental and Arborist Consulting with extensive experience in public and private projects, providing site planning, zoni ng,
master planning, site analysis, programming, public participation workshops, grant application preparation and administration,
schematic through construction design and construction observation. DMJA also provides a wide variety of services in the preser-
vation of our local ecological system.
1985-1990 Vice President, Tanner, Diserio Associates, Inc.
1984-1985 Landscape Architect, Post Buckley Schuh & Jernigan, Inc.
1981-1984 Landscape Architect, Tanner Associates, Inc.
Professional Registration and Certificate: Landscape Architect, State of Florida, No. 840
Professional Memberships
State of Florida, Department of Professional Regulations, Past Consultant for Unified National Exam Grading
Lehigh Acres Architectural & Zoning Review Board, Past Chairman
Lee County Roadway Landscape Advisory Committee Member
American Society of Landscape Architects
Florida Chapter of ASLA
Project Highlights:
Educational - FGCU Campus Support Facility , FGCU Classroom Bldgs, Fine Arts Building, Edison State College Allied Health,
Building T and Collier/Lely Campus, Lee Cty Schools, Collier Cty Schools, Charlotte Cty Schools, Brightest Horizons Child Care;
Roadways - I-75 & SR 78 interchange, I-75 & Bayshore Interchange, SR 80 Hickory Ck. To Hendry Cty., I-10 Rest Area, I-75
Rest Area (Hamilton Cty), SR 78 Santa Barbara Blvd. to NE 24th Ave., McGregor Blvd., US 41 Caloosahatchee River to Littleton
Road, Hancock Bridge Parkway, Del Prado Blvd. phase 2, McGregor Boulevard at Gulf Harbor, North Estero Blvd, Country Club
Blvd., Hendry Street Prototype, Evans Avenue and Charlotte County Gateways
Government - Lee Cty Justice Center, Lee County Parking Garage, Cape Coral PD HQ, NW Library, North Fort Myers Recrea-
tion Center, FMB Fire Station, & North Port City Hall, City of Fort Myers Public Works, Lee County Administration East, Lee
County Emergency Operations Center, Fort Myers Public Works,
Parks & Recreation - Lakes Park Phase 1 Master Plan Improvements, Ten Mile Linear Canal, Stars
Complex, Veterans Park, Manatee Park, Lee Cty Sports Complex, Jet Blue Boston Red Sox Spring
Training Complex, Billy’s Creek Filter Marsh, Clemente Park, Bonita Riverside Park and Estero Commu-
nity Park, Minnesota Twins Spring Training Complex,
Healthcare - Hope Hospice, Ronald McDonald House, VA Clinic Ft. Myers, park Royal Hospital, Mitchell
Dental Facility; Florida Cancer Specialist, Estero Family Health Center, Lehigh Family Health Center,
American House ALF-Bonita-Fort Myers and Estero.
Residential - Gulf Harbour, KB Homes Developments, Beau Rivage; Sandoval Cape Coral,
Resort/Aquatic - Pink Shell Resort Pools, Embassy Suites Estero, Diamond Head Resort, Fort Myers
Beach Pool, Snook Bight Marina, Diversified Yacht Club.
Environmental—Six Mile Cypress Interpretive Center, Billy’s Creek Filter Marsh, Sanibel-Jordon River
Marsh, Manatee Park,
2221 McGregor Blvd.
Ft. Myers, FL 33901
Phone: 239.337.5525
Fax: 239.337.4494
gdiserio@dmjafl.com
DAVID M. JONES, JR. & ASSOCIATES, INC
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1.866.367.4400 | www.johnsonengineering.com
Equal Opportunity/Affirmative Action Employer
Guy has been a licensed professional more than four decades and is thoroughly familiar with many
aspects of the Surveying and Mapping profession. He worked his way up thru the ranks performing a
wide variety of Surveys. Drawing on his vast field experience, he is responsible for projects including,
but not limited to, boundary and topographic surveys, platting, hydrographic surveys, sketch and legal
descriptions.
Relevant Experience
¬ Hydrographic Surveys - Guy’s experience includes: Clam Pass, Wiggins Pass, Clam Bay,
Park Shore Beach, Hideaway Beach, Tiger Tail Beach, Collier County Beach Re-
nourishment from Vanderbilt Beach to Marco Island, DEP R-Monuments from Bonita
Beach to Marco Island, Everglades City and Bay Beach on Estero Island.
¬ ALTA/NSPS Surveys - As a Professional Surveyor and Mapper Guy has attained a
reputation as an expert in this field and has worked with many attorneys and title
companies performing American Land Title Surveys that are critical to closing loans on
commercial properties.
¬ Condominium Surveys - Guy is responsible for preparing preliminary and final
condominium exhibits on high rise condominiums. Some examples of Guy’s experience
include: 12 buildings in Park Shore, 8 buildings in Bay Colony, 4 buildings in Tarpon Cove, 3
buildings in Pelican Bay, 2 buildings in the Strada at Mercato (Naples), 11 buildings in Bay
Beach (Ft. Myers Beach), 2 buildings in Bonita Bay (Bonita Springs), One Watermark Place
(West Palm Beach).
¬ Construction Layout Surveys - Guy has been responsible for the completion of many
successful construction projects. Some examples include roads, bridges, drainage projects,
shopping centers, office buildings, banks, underground utilities, high rise condominiums,
county parks, subdivisions, golf courses and clubhouses.
¬ Topographic Surveys - Guy is responsible for obtaining and mapping topographic data for
design purposes. Some of his clients have been Collier County, Lee County, Florida
Department of Transportation, Florida Department of Environmental Protection, South
Florida Water Management District, City of Naples, City of Bonita Springs, Naples Airport
Authority, Collier County Public Schools, Lee County Public Schools and many private
landowners, architects, engineers, and developers.
¬ Subdivision Platting - Guy is responsible for subdividing large tracts of land into smaller lots
creating boundaries, including streets, easements, and rights-of-way. Working with land
planners, architects, engineers, County and City governments to assure that the creation of
the new plat meets state and local requirements.
¬ Right-of-Way and Easement Mapping - Right-of-way maps and easements are prepared
when real property rights are to be acquired i.e., fee, permanent or temporary easements.
Guy worked closely with Collier County Stormwater Management staff on the Lely Area
Stormwater Improvement project (LASIP) and transportation services for the White
Boulevard Bridge Replacement project.
GUY ADAMS, PSM
Professional Surveyor &
Mapper
gadams@johnsoneng.com
239.461.2461
Years Experience
42 years
Licensing & Registration
Florida Professional Surveyor &
Mapper, License No. LS 4390
Education/Training
A.S. Surveying & Mapping (1978),
S.U.N.Y at Sullivan Co. College
Professional Affiliations
Engineering Ministries
International
American Congress on
Surveying and Mapping
National Society of Professional
Surveyors
Council of Professional Surveyors
American Council of Engineering
Companies
Florida Surveying and
Mapping Society
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1.866.367.4400 | www.johnsonengineering.com
Equal Opportunity/Affirmative Action Employer
Mark joined Johnson Engineering in 2004 and is the field crew supervisor for our surveying and mapping
team. He brings 34 years of land surveying experience ranging from a rodman on a survey crew to the
owner of a land surveying business, with an emphasis on construction surveying. Mark has worked
extensively on construction sites and numerous boundary surveys ranging from one-quarter acre lots
to 10,000-acre tracts.
Relevant Experience
¬ Collier County GIS Database - Location with GPS of over 140 section corners throughout
Collier County.
¬ Florida SouthWestern College - The construction of a new basketball arena.
¬ Lee Health – The construction of a new hospital in Estero.
¬ Lee and Collier County Utilities - Numerous right-of-way surveys for the design or
replacement of existing underground pipelines ranging from one-quarter mile to 10 miles
¬ Lee County Utilities - Right-of-way location and preparation of legal descriptions for
waterlines and well fields over five miles long.
¬ Florida Power and Light - Right-of-way location and staking of power poles over 8 miles
along US 17 in Arcadia. This was also revisited by Mark the day after the devastation of
Hurricane Charley to help restore power to those in need.
¬ Caloosahatchee River - The resetting of United States Army Corps of Engineers
monuments along the river right-of-way.
mtexter@johnsoneng.com
239.219.7486
Years Experience
34 years
Licensing & Registration
Florida Professional Surveyor &
Mapper, License No. LS6392
Education/Training
Pennsylvania State University
MARK TEXTER, PSM
Field Crew Supervisor, SUE
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1.866.367.4400 | www.johnsonengineering.com
Equal Opportunity/Affirmative Action Employer
Serving as the firm’s director of the utilities market group, Mike has 24 years of experience on utility
projects. His project experience includes master planning, hydraulic modeling, design of water
distribution systems, wastewater collection systems, irrigation systems, and pumping facilities. Prior to
joining Johnson Engineering, Mike worked for a local utility contractor which gave him a unique
perspective of how the utilities he designs today come together in the field. With both utility design
and construction experience, Mike has a comprehensive understanding of the entire utility
development process from planning to design, to permitting through construction. He knows how to
develop a design that works both in theory and in practice.
Relevant Experience
¬ Northeast Service Area WWTP, IQ & Potable Booster Pump Stations, Collier County
Utilities - Johnson Engineering is a member of a design-build team that is constructing an
interim wastewater treatment plant (WWTP), potable water pumping and storage facilities,
irrigation water facilities, and pipeline infrastructure for Collier County. The interim WWTP
will have a capacity of 1.5 MGD and will serve Collier County’s Northeast Service Area.
Johnson Engineering’s role in the project includes surveying, site development plans,
pipeline design, electrical design, development of a groundwater monitoring plan, and
permitting assistance. The project is expected to be completed in 2021 at a cost of
approximately $75 million.
¬ 91st & 92nd Street Water Main Replacement, Collier County - This project consisted of
the replacement of approximately 10,000 linear feet of 12” and 8” water main in Collier
County along 91st and 92nd street located within the Naples Park area. Key design
elements included identifying an alignment within congested rights of way that would
accomplish project goals while minimizing impacts to the existing residents and allow the
existing asbestos cement water main to remain in service during construction. Design also
included provisions to remove the entire AC water main once the new system was in
service. Johnson provided the survey, design, permitting and bidding service for this project.
¬ Vanderbilt Cul-de-Sacs Water Main Replacement, Collier County - This project
consisted of the replacement of approximately 16,000 linear feet of 8” and 4” water main
in Collier County along Vanderbilt Drive and finger streets between Vanderbilt Beach Road
and Immokalee Road. Key design elements included identifying an alignment within
congested rights of way that would accomplish project goals while minimizing impacts to
the existing residents and allow the existing asbestos cement water main to remain in
service during construction. Design also included provisions to remove the entire AC water
main once the new system was in service. Johnson provided the survey, design, permitting
and bidding service for this project.
¬ Field Data Collection for Collier County - This project consists of providing ongoing
services for Collier County to determine wastewater system pressure and flow conditions.
Work includes installing pressure transducers at various locations on the force main system
to record pressure and installing low pressure data collectors in lift station wet wells to
monitor water levels over an extended period of time. Using known geometry of wet well
and SCADA information provided by Collier County, flow rates can be determined along
with corresponding pressures. Essentially, this is similar to performing multiple pumps
downs over an extended period of time and allows for a higher level of confidence in
comparison to a single pump down performed one moment in time. This information can
be used to determine force main connection head, force main system and lift station
deficiencies and potential for I/I in the wastewater collection system.
¬ Heritage Bay Master Pump Station for the Collier County - This project consisted of
designing a Master Pumps Station capable of conveying a peak flow of approximately 2,700
gpm from the Heritage Bay development and to serve as a re-pump for various stations
along the CR 951 corridor in Collier County.
¬ South Conveyance 30” Water Main, Lee County - This project included the design and
permitting of 13,000 linear feet of pipeline. This project required FDOT permitting to
cross I-75. Multiple design alternatives including directional drilling were prepared before
deciding on a jack and bore crossing for I-75.
MICHAEL DICKEY, PE
Director of Utility Services
mdickey@johnsoneng.com
239.461.2455
Years Experience
24 years
Education/Training
B.S. Civil Engineering (1997),
University of South Florida
Licensing & Registration
Florida Professional Engineer,
License No. 60057
Professional Affiliations
American Water Works
Association
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1.888.367.4400 | www.johnsonengineering.com
Equal Opportunity/Affirmative Action Employer
Billy has been with Johnson Engineering since 2015. He is a professional engineer and project manager
for utility related projects. A South Florida native, he began his career at Johnson Engineering after
graduating from Florida Gulf Coast University in 2015. Billy has experience in project management,
pump station and pipeline design, hydraulic modeling and calculations, pump selecting, construction
administration, plan production, FDOT utility coordination and adjustments, and permitting for clients
throughout South Florida. Billy also has extensive experience in pump station data collection and
performance analysis for hundreds of pump stations in Collier and Lee Counties. Recently, he has
designed and managed various pump station rehabilitation and emergency power resiliency projects
for Collier County and has generated a pump station rehabilitation template to help streamline future
rehabilitation projects. Billy’s experience and familiarity with the wastewater system, County staff, and
current standards and specifications will help ensure a successful project.
Relevant Experience
¬ Pump Station 300.06 Rehabilitation and Permanent Generator, Collier County, FL - This
project is located in the center of the Old Lely community and consisted of preparing
conceptual level site layout, community involvement, photo simulation renderings, utility,
electrical, and landscape design, permitting, bidding, and construction administration,
observations, and document management services for Collier County to rehabilitate the
existing pump station in place and to provide emergency backup power to the facilities by
way of a standby diesel generator. The existing pump station is located in the center median
of the roadway with very limited available space for improvements. This project was unique
in that it required a non-standard design, extensive input from the Old Lely Community, and
close coordination between the design team, local community, and Collier County project
managers, directors, operations managers, and MSTU staff. The construction of this project is
nearly complete, and the pump station is currently in normal operations.
¬ Telog Data Monitoring (Water, Wastewater, Irrigation Quality Water), Collier County,
FL - Billy is the Project Manager for the Telog Data Monitoring programs that Collier County
Water, Wastewater, and Irrigation Water Quality departments utilize to monitor and
evaluate the utility systems. Our team has supported Collier County with this program since
2016 through our continued services con and has assisted the Public Utilities Department
procure, program, install, monitor, maintain, and troubleshoot approximately 90 telemetry
sites that record pipeline pressure, pipeline flow rate, and pond water levels. Billy and his
team have worked closely in the field with operations staff all the public utilities departments
and understand the physical conditions and limitations of the systems. This project gives us a
unique understanding of how each utility system operates as well as the deficiencies in the
systems and potential improvements.
¬ Misc. Wastewater Data Collection, Analysis, and Evaluation, Collier County, FL - This
project consists of providing ongoing services for Collier County to determine wastewater
system pressures and flow conditions. Billy is responsible for the project management, field
data collection, coordination and meetings with Collier County Wastewater Collections and
Engineering staff, data analysis, and system evaluation. The data and analysis are used to
determine connection pressures to size pumps, determine pump station and force main flow
capacity, and evaluate system performance to maximum efficiency and determine if systems
are prone to inflow and infiltration (I&I) as a result of rainfall. This project is unique in that it
utilizes real world collected data as the basis for determining system improvements to
ensure facilities are properly sized to accommodate both existing and future wastewater
generation.
¬ Priority 1 Water Main Replacement, Bonita Springs Utilities, FL - This project consisted of
the design, permitting, bidding, and construction of approximately 24,000 linear feet of 12”,
8”, and 4” water main replacement located along various streets in the Bonita Springs “State
Streets” residential area. This project required the design of the new water main alignment
within the congested right of way while minimizing impacts to the existing residents and
community and maintaining the existing asbestos cement and class pipe water system service
during construction. This project also included the design of multiple horizontal directional
drills to cross beneath creeks and other environmentally sensitive areas, and coordination
with the City of Bonita Springs to avoid conflicts with other planned improvements.
BILLY SAUM, PE
Project Engineer
wsaum@johnsoneng.com
239.461.2414
Years Experience
6 years
Education/Training
B.S. Environmental Engineering
(2015),
Florida Gulf Coast University
Licensing & Registration
Florida Professional Engineer,
License No. 88659
1-48
Professional Experience Mr. Raj Krishnasamy, P.E., President and Principal Engineer of TSFGeo, is a Florida State Registered Geotechnical Engineer with over 34 years of experience. Mr. Krishnasamy oversees the geotechnical engineering, construction materials testing, and inspection services operations. His experience consists of successfully completing over 5,000 public and private projects. He serves as Project Manager for continuing contracts with over 20 Florida public agencies. He has a history of repeatedly retaining those contracts through successful, cost-effective, and prompt execution of each task order. Mr. Krishnasamy’s daily involvement with the in-house and field operations of the construction and geotechnical services departments provides him the “hands-on” experience and knowledge of current construction codes and construction practices throughout the State of Florida. Mr. Krishnasamy and his highly experienced team focus on providing the client with a consistently accurate, cost-effective quality product that is delivered on time and within budget. Relevant Project Experience
Golden Gate Estates 8th Street NE Bridge, Collier County, FL Bridge 034047 Rehabilitation, Collier County, FL US-41 (SR-90) from CR 951 to Greenway Road, Collier County, FL SFWMD Replacement of Golden Gate, Collier County, FL Immokalee Hotel Wastewater Main Improvements, Collier County, FL SUN Trail (Pedestrian Bridge), St. Lucie County, FL Replacement of Old Dixie Highway Bridge over Taylor Creek and the East Coast Greenway Trail, St. Lucie County, FL Replacement of Old Dixie Highway Bridge over Taylor Creek and the East Coast Greenway Trail, St. Lucie County, FL Design-Build SR-710 Big John Monahan Bridge, Martin County, FL SR 714/Martin Downs Blvd. over Danforth Creek Bridge Repairs, Martin County, FL 58th Avenue Bridge over North Relief Canal, Vero Beach, FL SFWMD C-38A Bridge, Kissimmee, FL Brant Drive over C-15 Canal, Palm Beach County, FL Bolles Canal Bridge Replacement, Palm Beach County, FL Jog Road at SR 80 Bridge Widening over C-57, Palm Beach County, FL CR 880 Bridge over C-51 Canal, Palm Beach County, FL SR-80/Southern Blvd - Bascule Bridge, Palm Beach County, FL Seminole Blvd and Osceola Drive L-2 Canal Bridge Replacement, Palm Beach County, FL Lake Osborne Drive Over Lake Bass Canal Bridge Replacement, Palm Beach County, FL Seaview Drive Bridge Replacement, Monroe County, FL Design Build for the Rehabilitation of West Bridge & Bear Cut Bridge on the Rickenbacker Causeway, Miami-Dade County, FL North Bay Road Pedestrian and Emergency Vehicle Bridge, Miami-Dade County, FL
RAJ KRISHNASAMY,
P.E.
Geotechnical/
Contamination
34 Years of Professional
Experience
Education MS in Geotechnical Engineering, University of Memphis 1995 BS in Civil Engineering, Christian Brothers University 1987 Diploma/1984/Electronic Engineering, Malaysian Air Force Institute
Professional
Organization and
Registration Professional Engineer: Florida, 53567 Water Well Contractor, Florida, 11346 Certified OSHA Supervisor Certified Environmental Consultant
1-49
Professional Experience Mr. Vedula, a Florida-Registered Professional Engineer, has over 25 years of experience providing engineering services for a wide variety of geotechnical projects involving foundation design, slope stability analysis, WEAP analysis and interpreting PDA reports, excavation support, and construction inspection. His extensive experience includes foundation inspections (shallow and deep foundations), soil modification (dynamic compaction, stone columns), preloading, excavations, backfilling, and post construction monitoring. Mr. Vedula has served as a principal inspector on numerous surcharging and settlement evaluations of organic laden soils assignments. His project experience includes 300+ geotechnical engineering studies for various projects types including parks, piers, shoreline stabilization, dredging, bridges, roadways, utilities, high rise buildings, schools, and government facilities. Mr. Vedula has authored, and co-authored papers published in national and international publications.
Relevant Project Experience
Golden Gate Estates 8th Street NE Bridge, Collier County, FLBridge 034047 Rehabilitation, Collier County, FLUS-41 (SR-90) from CR 951 to Greenway Road, Collier County, FLSFWMD Replacement of Golden Gate, Collier County, FLImmokalee Hotel Wastewater Main Improvements, Collier County, FLSUN Trail (Pedestrian Bridge), St. Lucie County, FLReplacement of Old Dixie Highway Bridge over Taylor Creek and theEast Coast Greenway Trail, St. Lucie County, FLReplacement of Old Dixie Highway Bridge over Taylor Creek and theEast Coast Greenway Trail, St. Lucie County, FLDesign-Build SR-710 Big John Monahan Bridge, Martin County, FLSR 714/Martin Downs Blvd. over Danforth Creek Bridge Repairs, MartinCounty, FL58th Avenue Bridge over North Relief Canal, Vero Beach, FLSFWMD C-38A Bridge, Kissimmee, FLBrant Drive over C-15 Canal, Palm Beach County, FLBolles Canal Bridge Replacement, Palm Beach County, FLJog Road at SR 80 Bridge Widening over C-57, Palm Beach County, FLCR 880 Bridge over C-51 Canal, Palm Beach County, FLSR-80/Southern Blvd - Bascule Bridge, Palm Beach County, FLSeminole Blvd and Osceola Drive L-2 Canal Bridge Replacement, PalmBeach County, FLLake Osborne Drive Over Lake Bass Canal Bridge Replacement, PalmBeach County, FLSeaview Drive Bridge Replacement, Monroe County, FLDesign Build for the Rehabilitation of West Bridge & Bear Cut Bridge onthe Rickenbacker Causeway, Miami-Dade County, FLNorth Bay Road Pedestrian and Emergency Vehicle Bridge, Miami-DadeCounty, FL
KUMAR VEDULA, PE
Geotechnical/
Contamination
25 Years Professional
Experience
Education MS in Geotechnical Engineering, University of Memphis, 1995 BE in Civil Engineering, Andhra University, 1992
Professional
Organization and
Registration Professional Engineer 54873 American Society of Civil Engineers, Past President (Broward Branch)
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Collier County | 16th Street NE Bridge | RPS No. 22-7944 | 2-1
2 Certified MBE
2
This section highlights KCA’s commitment to using
small and minority businesses on its project
teams and reflects our commitment to internal
diversity as well as our commitment to utilization of
Florida W/MBEs and DBEs.
Commitment to Internal Diversity
KCA recruits and promotes on an equal basis, regardless
of race, color, religion, sex, sexual orientation, national
origin, age, marital status, handicap/disability, or
veteran status. KCA’s corporate policy on equal
employment opportunity and affirmative action is
considered fundamental to the operation.
KCA has an established corporate philosophy which
promotes fair and equitable consideration and
utilization of small and minority-owned subcontractors,
suppliers, or vendors, in support of all of our company
programs. As of December 2021, at KCA:
»Women make up 20% of total workforce »Minorities account for 18% of total workforce
Commitment to Utilization of MBE Firms
KCA’s dedication to MBE/DBE utilization was
recognized by FDOT with the Florida Institute of
Consultant Engineers award for highest DBE usage.
We have developed and continually promote company
policy initiatives that demonstrate the company’s
support for awarding contracts and subcontracts
to MBE businesses, including working with state
programs that help develop opportunities to work
with MBE businesses.
MBE/DBE/SBE UTILIZATION
KCA strives to build long-term relationships with MBE/
DBE/SBE firms through our work in the engineering
industry. We make every effort to meet or exceed
established MBE/DBE/SBE usage goals on each
project we undertake. Our proposed subconsultants
(ACI, DMJA, and TSF) are State of Florida
MBE-certified firms.
KCA received a commendation letter from FDOT for
achieving a 2019-2020 DBE utilization grade of A+ for
19.12% DBE participation.
Woman Business Certification
Archaeological Consultants, Inc.
09/22/2021 09/22/2023
Veteran Business Certification
DAVID M. JONES, JR. AND ASSOCIATES, INC.
10/21/2021 10/21/2023
Minority Business Certification
Tierra South Florida, Inc.
09/17/2021 09/17/2023
Collier County | 16th Street NE Bridge | RPS No. 22-7944 | 3-1
3 Past PERFORMANCE
3
KCA provides professional structures and roadway
design engineering services to a wide variety
of clients, including county governments,
municipalities, DOTs, water management districts,
and other organizations. Our professionals routinely
serve as extensions of local government and FDOT
staff, working in the agencies’ offices and providing
on-site assistance. We carefully selected the projects/
references listed in this section due to their direct
relevancy to the County’s 16th Street NE Bridge
project. These projects (within the last five years)
involved bridge replacements, roadway widening,
intersection and/or access management design,
safety and multi-modal improvements, drainage
design, utility coordination/SUE, environmental/
permitting, traffic/signals/S&PM, geotechnical,
surveying/mapping, and public involvement
services. Several of the similar projects listed on the
following pages also included structures design,
PD&E tasks, and R/W acquisition.
KCA recognizes the County reserves the right to evaluate our past performance and prior dealings with
Collier County as part of their experience criteria.
References
Form No. 5 (Reference Questionnaires) are included at
the end of this section.
KCA Relevant Project Examples
The following projects are examples of KCA’s relevant
experience encompassing many of the disciplines
listed in the County’s RPS. KCA has a long list of
clients that continue to select us as their consultant of
choice. Our record of performance and professional
accomplishments have developed through the years
by providing a wide range of assignments with very
few change orders.
VANDERBILT DRIVE BRIDGE
REPLACEMENTS, COLLIER COUNTY, FL
KCA was selected by Collier County for the Vanderbilt
Drive Bridge Replacements project to replace two
functionally obsolete bridges located on Vanderbilt
Drive and resurfacing/reconstructing the roadway
between the two bridges. Additional improvements
included a shared-use path along the west side of the
road within the project limits, access to an existing
canoe launch at Little Horse Pass, and roadway profile
modifications to improve stopping sight distance
at the intersection of Vanderbilt Drive and entrance
into the Marina Bay Club condominiums. The project
began approximately 0.7 miles north of CR 846 and
ends at the south approach to the bridge over the
Cocohatchee River. The new bridges consist of a four-
sided box culvert and a single-span Florida I-Beam
Bridge. Maintaining traffic during construction and
relocating public utilities to enable continuous service
was critical. KCA provided roadway and structural
design, pavement design, traffic control plans, S&PM,
utility relocation design, utility coordination, drainage,
and environmental permitting services.
Client Reference
Collier County
Anthony Stolts, PE, PM
239.252.5835
AnthonyStolts@colliergov.net
Project Cost $5.4 million (design fees)
Completion Date May 2018
Relevancy to 16th
Street NE Bridge
»Collier County project »Bridge replacement »Pedestrian facilities »Roadway modifications »Intersection improvements »MOT design
Vanderbilt Drive Bridge Replacement (constructed)
3-2
BIG CARLOS PASS BRIDGE REPLACEMENT,
PD&E AND DESIGN, LEE COUNTY, FL
The existing bridge over the Big Carlos Pass provides
connection between Fort Myers Beach and Lovers Key
State Park and is a single leaf bascule bridge with a
horizontal clearance of 50 feet and a vertical clearance
(when closed) of 24 feet 6 inches at the main channel
and a total bridge length of 1,688 feet. This project
involved overlapping the PD&E Study with the final
design so the overall timeframe for the complete
project delivery was shortened significantly. While the
overlapping of PD&E and design shortened the project
schedule, the sudden development of COVID-19
lengthened the total schedule. This also required the
entire team to make adjustments as the traditional
way of doing business was rapidly evolving.
The PD&E study considered both rehabilitation
and replacement options as well as movable and
high-level fixed bridge alternatives. The study was
conducted in accordance with NEPA requirements to
develop the purpose and need for the project and to
determine the environmental class of action following
the FDOT PD&E Manual and using the Efficient
Transportation Decision Making (ETDM) process.
Ultimately, a bridge replacement with a high-level
fixed bridge was the selected alternative to move
forward to final design.
The KCA team led the public involvement process
through the challenging 2020 year, navigating
lockdowns and ever-changing requirements due
to the COVID-19 restrictions. One of the significant
outcomes from the public involvement process was
the addition of a fishing pier that was integrated with
the foundations of the bridge replacement. This value-
added addition to the project will allow the County to
take what was initially viewed as a loss of recreation
due to the high-level bridge and turn public opinion
around to view the project as a huge community
asset.
The alternate selected for the final design was a
high-level structure consisting of one span of 173 feet
and 13 161-foot spans for an overall bridge length of
approximately 2,266 feet. The superstructure includes
an 8.5-inch concrete deck with eight Florida I-Beam
78 supported on end bents and hammer head piers.
Optimized footings with 24-inch prestressed concrete
piles are utilized for vessel collision. Big Carlos Pass is
an extremely active coastal environment that required
detailed scour and wave analysis, which was included
in the final design of the piers. The navigation channel
was shifted approximately 300 feet to allow the new
profile to tie back to grade with only minimal impact
to the adjacent condominium entrances.
Multi-modal attributes to accommodate pedestrians,
bicyclists, and the local LeeTran trolley system
were incorporated into the project. The KCA team
conducted the environmental and structural analyses,
led public involvement/information meetings,
obtained and analyzed traffic data, developed
conceptual design plans, coordinated with utility
agency owners (UAOs), eliminated potential R/W
impacts, and developed cost estimates.
Client Reference
Lee County
Thomas Marquardt, PM
239.533.8530
TMarquardt@leegov.com
Project Cost $2.3 million (design fees)
Completion Date May 2022
Relevancy to 16th
Street NE Bridge
»Local municipal project »Bridge replacement »Marine traffic »Coastal environment »Extensive public involvement »Environmental and
permitting agency
coordination »All design disciplines
Big Carlos Pass Bridge Replacement (rendering)
Public Hearing for Big Carlos Pass Bridge Replacement
3-3
TANGLEWOOD/BAYOU GRANDE BRIDGE
REPLACEMENT, CITY OF ST. PETERSBURG, FL
This project consisted of the replacement of the
existing Tanglewood Bridge servicing Bayou Grande
Boulevard northeast over Tanglewood Canal in
Pinellas County, FL. The 67-year-old bridge exceeded
its expected service life and was experiencing
ongoing deterioration. This bridge was posted for
load restrictions due to its condition. As a result,
the City of St. Petersburg slated this structure for
replacement. Under KCA’s Transportation, Stormwater
Management, and Bridge Inspection Contract with
the City, KCA performed all structures, roadway, and
drainage design for the project. Due to the bridge
replacement taking place over navigable waters,
environmental services and permitting efforts were
completed in house, including seagrass surveys,
U.S. Coast Guard (USCG) involvement, and public
involvement. This bridge provides the only access to
Tanglewood neighborhood. As a result, the bridge
replacement included a phased construction sequence
to maintain resident access and utility operation
throughout all phases of construction. Innovative
solutions were implemented to minimize noise and
vibrations in this residential neighborhood.
Client Reference
City of St. Petersburg
Ziba Mohammadi, PE, PTOE, CBI
727.892.5302
ziba.mohammadi@stpete.org
Project Cost $634,044 (design fees)
Completion Date June 2021
Relevancy to 16th
Street NE Bridge
»Local municipal project »Bridge replacement »Lap project »Marine traffic »Coastal environment »Environmental/permitting »Extensive TTC design »All design disciplines
MAYDELL DRIVE OVER PALM RIVER
BRIDGE REPLACEMENT, PD&E AND DESIGN,
HILLSBOROUGH COUNTY, FL
This Hillsborough County/FDOT District Seven LAP
project consisted of replacing the existing 616-foot
bridge, reconstructing the roadway approaches, and
providing pedestrian connectivity. This structurally
deficient bridge has been closed to vehicular and
pedestrian traffic for several years. The replacement
bridge consists of six 90-foot spans resulting in a total
bridge length of 630 feet. The bridge has 36-inch
Florida-I Beams which are supported by pile bents
and riprap protection was provided at the sloped
abutments. The adjacent roadway was reconstructed
and a combination open/closed drainage system was
provided to accommodate the slightly raised profile.
The 10-foot-wide sidewalk on the bridge connects
back to existing sidewalks north and south of the
project; however, this wide sidewalk is designed
to eventually accommodate the Hillsborough
County Trails Master Plan. The KCA team provided a
PD&E study, final design plans, specifications, and
construction phase support for this project. Extensive
permitting efforts were also provided for the USCG
Bridge Permit, SWFWMD Permit, USACE Permits
(including a 408 Permit) and a Tampa Port Authority
Sovereign Submerged Lands (SSL) Easement.
Seeking an accelerated design schedule, KCA guided
the County through the Statewide Acceleration
Transformation (SWAT) process.
Client Reference
Hillsborough County
Manny Santos, EI
813.307.1921
SantosM@HillsboroughCounty.org
Project Cost $1.59 million (design fees)
Completion Date May 2021
Relevancy to 16th
Street NE Bridge
»Municipal project »Bridge replacement »LAP project »Same team members »Multi-modal improvements »Roadway design »Signal design »Livability improvements
Tanglewood/Bayou Grande Bridge Replacement (existing)
Maydell Drive Bridge Replacement (constructed)
3-4
SUGARLOAF BOULEVARD BRIDGE
REPLACEMENT, MONROE COUNTY, FL
This project consisted of the replacement of the
existing Sugarloaf Boulevard Bridge over Sugarloaf
Canal. The existing bridge is a three-span AASHTO
beam bridge founded on pile bents that serves as the
only vehicular route for residents that live on the south
side of Sugarloaf Key. The existing superstructure
and substructure was in poor condition as a result
of the structure’s age and the extremely aggressive
environment present at the bridge site. Monroe
County tasked KCA to design a single-span bridge
replacement, which eliminated the need for pile bents
in the water and reduce future maintenance costs. The
bridge spans 96 feet and services two 11-foot lanes
with 2.5-foot outside shoulders and a 5-foot sidewalk
for pedestrian connectivity. Approximately 400 feet
of roadway reconstruction was required to tie in the
replacement bridge with the existing roadway typical
section. Special preference was given to corrosion
resistant materials and special concrete mix designs
to ensure this bridge replacement achieves the full
75-year design life while being subjected to the
harsh local MOT, S&PM, and drainage design as well
as environmental/permitting services and public
involvement for the project.
Client Reference
Monroe County Engineering,
Judith Clarke, PE
305.295.4329
clarke-judith@monroecounty-fl.gov
Project Cost $2 million (replacement)
$2.4 million (raised bridge)
Completion Date August 2020
Relevancy to 16th
Street NE Bridge
»Municipal project »Bridge replacement »LAP project »Structural »Roadway/MOT »Historical evaluation »Permitting »Coastal engineering »Utility coordination »Public involvement
BIMINI, HARBOUR, AND SEAVIEW DRIVE
BRIDGE REPLACEMENTS, MONROE COUNTY, FL
KCA is providing structures, drainage, and roadway
design; environmental assessment and permitting;
utility coordination; and public involvement
services for the Bimini Drive Bridge (No. 904603)
Replacement, Harbour Drive Bridge (No. 904604)
Replacement, and Seaview Drive Bridge (No. 904606)
Replacement projects. These bridges are three of four
historic Duck Key bridges, requiring evaluation under
the National Historic Preservation Act (NHPA). KCA
led the Section 106 (NHPA) process to a successful
conclusion, obtaining a Memorandum of Agreement
(MOA) for all four historic bridges. Tasks include
assessment of wetland, seagrass, coral, and protected
species impacts resulting from the proposed structure
replacement as well as coordination with federal and
state resource and regulatory agencies. Additional
tasks include obtaining USACE 404 dredge and fill
permit, USCG Bridge Permit, FDEP NPDES permit, and
SFWMD Environmental Resource Permit (ERP).
These bridges provide the only access to the Island
of Duck Key. As a result, the bridge replacements
included a phased construction sequence to maintain
resident access and utility operation throughout all
phases of construction. Innovative solutions were
implemented to minimize noise and vibrations in this
residential neighborhood. To maintain the existing
vertical clearance as well as maintain the existing
roadway grade, custom beams were designed to
provide the specific vertical profile required to match
the existing geometry. Careful planning was required
to ensure the construction phasing was feasible given
the limited R/W at the project location.
Client Reference
Monroe County Engineering,
Judith Clarke, PE
305.295.4329
clarke-judith@monroecounty-fl.gov
Project Cost $3.2 million
Completion Date 2018; Ongoing (Bimini Drive
Under Construction, Harbour
and Seaview Design Phase)
Relevancy to 16th
Street NE Bridge
»Municipal project »Bridge replacement »LAP project »Structural »Roadway/MOT »Coastal engineering »Drainage design »Public involvement »Utility coordination »Environmental/permitting »S&PM
Sugarloaf Boulevard Bridge Replacement (existing)
3-5
CARD SOUND ROAD BRIDGE REPAIR,
MONROE COUNTY, FL
This project consisted of a design development report,
load rating, and bridge repair plans for the Card
Sound high-level bridge. The bridge was experiencing
extensive substructure deterioration and steel
paint system failure. The repair plans included deck
repair, cathodic protection pile jackets, substructure
metalizing, spall repair, joint repair, steel girder repair,
steel painting, and fender system repair. KCA also
produced an Environmental Assessment Report and
coordinated the required permitting for this Monroe
County/FDOT District Six LAP project. KCA remained
under contract to provide post-design services
throughout the duration of construction.
Client Reference
Monroe County Engineering,
Clark Briggs
305.295.4306
briggs-clark@monroecounty-fl.gov
Project Cost $4 million
Completion Date February 2017
Relevancy to 16th
Street NE Bridge
»Municipal project »LAP project »Same key personnel »Structural repairs »Roadway/MOT »Permitting
JYLPMT EXTENSION, CITY OF FT. MYERS, FL
Located within the City of Ft. Myers and unincorporated
Lee County, the JYLPMT is an existing, non-motorized
transportation and recreation corridor, currently
extending approximately 6 miles, from Six Mile Cypress
Parkway to Colonial Boulevard. The proposed 12-foot-
wide, 1.8-mile-long, shared-use trail, is envisioned for
a wide range of non-motorized transportation and
recreation activities, such as bicycling, walking, and
rollerblading. KCA teamed with the City to develop
the safe extension that will become a great addition
to the community and the City Fort Myers’s bike/
pedestrian network. The KCA team proposed an
innovative approach for establishing the proposed trail
alignment over the Ten Mile Canal before spanning
Colonial Boulevard, distancing the construction from
the Seminole Gulf Railroad.
Client Reference
City of Ft. Myers
Carl Karakos
239.321.7458
ckarakos@cityftmyers.com
Project Cost $692,992 (design fees)
Completion Date October 2021
Relevancy to 16th
Street NE Bridge
»Municipal project »Sun Trail Network »Same key personnel »Pedestrian bridge »Roadway/MOT »Permitting »S&PM
Card Sound Road Bridge (existing)
Roadway approach for Card Sound Road Bridge
JYLPMT Extension (rendering of pedestrian bridge)
3-6
CR 78 FROM KIRBY THOMPSON RD. TO
FORT DENAUD SCRAP, HENDRY COUNTY, FL
This 1.5-mile segment of CR 78 (FPID: 435050-1) was
originally programmed by FDOT in 2013 with Small
County Outreach Program (SCOP) funds. As a result
of shifting County priorities in 2015, the project was
deferred until FY 18/19 and the funding was switched
to the Small County Road Assistance Program (SCRAP).
The original SCOP funding in 2013 included funding for
widening the travel lanes by 2 feet and adding 6-foot
shoulders (4- foot paved) as well as resurfacing the
entire length of the project. By statute, SCRAP funds
may not be used for capacity improvement projects.
However, on recent District One SCRAP projects, KCA
has helped other Local Agencies appeal to FDOT
Central Office Local Programs to make determinations
that shoulder widening should be deemed a safety
improvement and not a capacity improvement. In
some specific cases, Central Office has authorized that
shoulder widening could be considered reimbursable
under the SCRAP funding. The KCA Structures
Division is also providing bridge rehabilitation design
documents for bridge no. 070011 over Jacks Branch as
part of the project design services.
Client Reference
Hendry County
Kelly O’Nan, EI
863.675.5222
konan@hendryfla.net
Project Cost $161,552 (design fees)
Completion Date February 2022
Relevancy to 16th
Street NE Bridge
»Municipal project »Roadway design »2-lane rural road widening »New 8-foot (4-foot paved)
shoulders »Bridge rehabilitation »Driveway turnouts »Utility coordination »Environmental/permitting »Drainage design »FDOT ERC review »MOT
ORTIZ AVENUE WIDENING, LEE COUNTY, FL
KCA is finalizing a Complete Street design for the four-
lane widening (six-lane ultimate) of Ortiz Avenue from
Colonial Boulevard (SR 884) to Dr. Martin Luther King
Jr. Boulevard (SR 82), a 1.7-mile corridor. Lee County
Metropolitan Planning Organization’s Long Range
Transportation Plan (LRTP) identified the widening
of Ortiz Avenue from two to four lanes as a priority.
Ortiz Boulevard serves as a relief facility to I-75 during
periods of heavy congestion. The project design
accommodates future widening to six lanes.
The plans include roadway transitions from
the existing and/or planned roadway sections
approaching both the Colonial Boulevard and Dr.
Martin Luther King Jr. Boulevard intersections as well
as transitions to the newly constructed Hanson Street
roundabout. The design also includes 7-foot-wide
bicycle lanes, a 10-foot-wide trail on the west side of
the road, a 6 foot-wide sidewalk on the east side of
the road, and lighting throughout the corridor.
The Lee County Emergency Operations Center and
Lee County Jail are located along the project corridor.
While designing new water mains for Lee County
and the City of Fort Myers as well new, ITS fiber
throughout the corridor as part of this project, it is
imperative to ensure that there is no disruption in
service or connectivity to these important facilities.
The design incorporates the County adopted Controlled
Access Resolution for the corridor, including modifying
existing access for improved safety and even relocating
the jail access (along with the necessary on-site
parking modifications in order to do so) to improve
connection separation from the future Edison Avenue
Extension. The construction phase includes County
Incentive Grant Program (CIGP) funding.
Client Reference
Lee County
Robert Phelan, PE,
239.533.8594
rphelan@leegov.com
Project Cost $2.1 million (design fees)
Completion Date December 2021
Relevancy to 16th
Street NE Bridge
»Municipal project »Capacity improvements »Pedestrian facilities »Public involvement »Utility coordination/design »Safety improvements »Environmental/permitting
CR 78 typical section
Ortiz Avenue typical section
3-7
***UPDATED JANUARY 28, 2020***
Form 5 Reference Questionnaire
(USE ONE FORM FOR EACH REQUIRED REFERENCE)
Solicitation:
Reference Questionnaire for:
(Name of Company Requesting Reference Information)
(Name of Individuals Requesting Reference Information)
Name:
(Evaluator completing reference questionnaire)
Company:
(Evaluator’s Company completing reference)
Email: FAX: Telephone:
Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the
selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which
they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale
of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you
were very unsatisfied (and would never hire the firm/indivdiual again). If you do not have sufficient knowledge of past performance
in a particular area, leave it blank and the it em or form will be scored “0.”
Project Description: ___________________________Completion Date: _____________________________
Project Budget: _______________________________Project Number of Days: _______________________
Item Criteria Score (must be completed)
1 Ability to manage the project costs (minimize change orders to scope).
2 Ability to maintain project schedule (complete on-time or early).
3 Quality of work.
4 Quality of consultative advice provided on the project.
5 Professionalism and ability to manage personnel.
6 Project administration (completed documents, final invoice, final product turnover;
invoices; manuals or going forward documentation, etc.)
7 Ability to verbally communicate and document information clearly and succinctly.
8 Abiltity to manage risks and unexpected project circumstances.
9 Ability to follow contract documents, policies, procedures, rules, regulations, etc.
10 Overall comfort level with hiring the company in the future (customer satisfaction).
TOTAL SCORE OF ALL ITEMS
6ROLFLWDWLRQ862&ROOLHU&RXQW\
27 4$0 S 90
Airport Road Widening
.LVLQJHU&DPSR $VVRFLDWHV&RUS
-DVRQ/D%DUEHUD3(0LFKDHO&DPSR3(
0DQQ\6DQWRV(,+LOOVERURXJK&RXQW\
0D\GHOO'ULYHRYHU3DOP5LYHU%ULGJH5HSODFHPHQW3' ('HVLJQ $XJXVW
PLOOLRQ
6DQWRV0#+LOOVERURXJK&RXQW\RUJ
GD\V
Manuel Santos
10
10
10
10
10
10
10
10
10
10
813-460-6440 (cell)
100
5/18/2021
Design Services for 16th Street NE Bridge | RPS No. 22-7944
3-8
***UPDATED JANUARY 28, 2020***
Form 5 Reference Questionnaire
(USE ONE FORM FOR EACH REQUIRED REFERENCE)
Solicitation:
Reference Questionnaire for:
(Name of Company Requesting Reference Information)
(Name of Individuals Requesting Reference Information)
Name:
(Evaluator completing reference questionnaire)
Company:
(Evaluator’s Company completing reference)
Email: FAX: Telephone:
Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the
selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which
they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale
of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you
were very unsatisfied (and would never hire the firm/indivdiual again). If you do not have sufficient knowledge of past performance
in a particular area, leave it blank and the it em or form will be scored “0.”
Project Description: ___________________________Completion Date: _____________________________
Project Budget: _______________________________Project Number of Days: _______________________
Item Criteria Score (must be completed)
1 Ability to manage the project costs (minimize change orders to scope).
2 Ability to maintain project schedule (complete on-time or early).
3 Quality of work.
4 Quality of consultative advice provided on the project.
5 Professionalism and ability to manage personnel.
6 Project administration (completed documents, final invoice, final product turnover;
invoices; manuals or going forward documentation, etc.)
7 Ability to verbally communicate and document information clearly and succinctly.
8 Abiltity to manage risks and unexpected project circumstances.
9 Ability to follow contract documents, policies, procedures, rules, regulations, etc.
10 Overall comfort level with hiring the company in the future (customer satisfaction).
TOTAL SCORE OF ALL ITEMS
6ROLFLWDWLRQ862&ROOLHU&RXQW\
27/ 4$0 S 0
Airport Road Widening
.LVLQJHU&DPSR $VVRFLDWHV&RUS
-HVVH*LOO3(0LFKDHO&DPSR3(
7KRPDV0DUTXDUGW3(/HH&RXQW\'HSDUWPHQWRI7UDQVSRUWDWLRQ
2QJRLQJ HVW&RPSOHWLRQ
WPDUTXDUGW#OHHJRYFRP
%LJ&DUORV3DVV3' ('HVLJQ
PLOOLRQ 3' ()LQDO'HVLJQ
Design Services for 16th Street NE Bridge | RPS No. 22-7944
3-9
Design Services for 16th Street NE Bridge | RPS No. 22-7944
3-10
Design Services for 16th Street NE Bridge | RPS No. 22-7944
3-11
***UPDATED JANUARY 28, 2020***
Form 5 Reference Questionnaire
(USE ONE FORM FOR EACH REQUIRED REFERENCE)
Solicitation: Pine Ridge Road Corridor Improvements, RPS No. 21-7831
Reference Questionnaire for:
Kisinger Campo & Associates, Corp. (KCA)
(Name of Company Requesting Reference Information)
(Name of Individuals Requesting Reference Information)
Name:
(Evaluator completing reference questionnaire)
Company:
(Evaluator’s Company completing reference)
Email: FAX: Telephone:
Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection
of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have
previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10,
with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very
unsatisfied (and would never hire the firm/indivdiual again). If you do not have sufficient knowledge of past performance in a particular
area, leave it blank and the item or form will be scored “0.”
Project Description: ___________________________ Completion Date: _____________________________
Project Budget: _______________________________ Project Number of Days: _______________________
Item Criteria Score (must be completed)
1 Ability to manage the project costs (minimize change orders to scope).
2 Ability to maintain project schedule (complete on-time or early).
3 Quality of work.
4 Quality of consultative advice provided on the project.
5 Professionalism and ability to manage personnel.
6 Project administration (completed documents, final invoice, final product turnover;
invoices; manuals or going forward documentation, etc.)
7 Ability to verbally communicate and document information clearly and succinctly.
8 Abiltity to manage risks and unexpected project circumstances.
9 Ability to follow contract documents, policies, procedures, rules, regulations, etc.
10 Overall comfort level with hiring the company in the future (customer satisfaction).
TOTAL SCORE OF ALL ITEMS
Roger Rossitto, PE
Central Florida Expressway Authority (CFX)
Design services for the widening of SR 429 (Stoneybrook West to Florida’s Turnpike 06/2024 (estimated)
$3.8 million
Will Hawthorne, PE
Will.Hawthorne@cfxway.com 407-690-5033 407-690-5337
10
10
10
10
10
10
10
10
10
Design Services for 16th Street NE Bridge | RPS No. 22-7944
Collier County | 16th Street NE Bridge | RPS No. 22-7944 | 4-1
4 Project APPROACH | TIME/BUDGET Requirements
4
The KCA team understands the primary goal of
the proposed project is to provide multi-modal
connectivity by constructing a new bridge to
span the Golden Gate Main Canal, including roadway
enhancements, thus improving emergency response
times, mobility and operations, service efficiency, and
safety along the corridor. This project began as part of
a 2008 East of CR 951 Horizon Study for Bridges geared
toward addressing the ±85 square miles of eastern
Golden Gate Estates where there are more than 300
dead end streets. This study included 12 bridges, two of
which have since been constructed with the 16th Street NE
Bridge ranked No. 2 overall, in terms of need and benefits.
Our team understands the projected growth within the
Golden Gate Estates area and are keenly aware of the
transportation infrastructure needs and adjacent projects
such as the Vanderbilt Beach Road Extension and Randall
Boulevard Intersection Improvement projects, planned
Wilson Boulevard widening project, and the planned
680-residential gated community of Terreno located
along Randall Boulevard immediately east of 16th Street
NE. The previously conducted PD&E Study, circa 2016,
for 8th Street NE, 16th Street NE, and 47th Avenue NE has
outlined the vision and objectives for these three projects.
While the KCA team will use the recently constructed 8th
Street NE Bridge project as the prototype for the design
of the 16th Street NE Bridge project, there are always
opportunities to improve. As such, our experienced team
will use the lessons learned on the 8th Street NE Bridge
to offer the County cost-effective alternatives where
appropriate to improve efficiency and provide a benefit
to the end users. We understand the project was initially
intended as a D/B LAP project, but has since changed to a
traditionally let LAP project due to R/W needs and PD&E
re-evaluation. Our team has extensive experience with
the LAP process and is currently the FDOT LAP Continuing
Service Consultant for District One.
Our team is fully committed to providing the County
PM, Dennis McCoy, PE, with outstanding services
through effective, practical, and constructable design.
Our team has met with County staff, studied the
information provided, reviewed the scope, PD&E
documents, conceptual and as-built plans, existing
SFWMD permits, and performed site visits to develop a
detailed understanding of the project and the challenges
associated with it. The following sections present KCA’s
approach to deliver outstanding design solutions for
the critical project issues we have identified, all while
maintaining budget, schedule, and quality.
Roadway
TYPICAL SECTION
Our review of existing plans and field measurements
indicate the existing typical section consists of a two-
lane rural section with lane widths varying between 9
to 11 feet with narrow, unpaved shoulders. The roadway
centerline is offset to the east by 9 to 12 feet within
a 100-foot easement. Open drainage swales parallel
the roadway on both sides. No pedestrian facilities are
present. The proposed typical section shown in Figure
1 below provides lane widening to 11 feet with 6-foot
shoulders (4 feet paved) and a 6-foot sidewalk along
the western R/W. A design variation has already been
approved for the project to use a 6-foot shoulder in lieu
of the standard 8 feet.
Figure 1: Proposed Typical Section Rendering
ALIGNMENT AND PROFILE
Determining the centerline of construction within the
corridor will be established early in the design process.
Widening the roadway from the existing centerline (similar
to the 8th Street NE project) provides a cost savings with
regards to overbuild as opposed to purely widening to the
west. However, as evidenced along the east side of the
bridge approaches on 8th Street NE, the need to consider
safe and effective transition to existing grade within the
R/W, without the use of walls, and while maintaining
drainage conveyance is an important consideration for the
project as evidenced by Figures 2 and 3 below.
Figure 2: South Bridge Approach on 8th Street NE
Figure 3: North Bridge Approach on 8th Street NE
4-2
The figures above reflect a profile elevation that provides
approximately 2.5 feet of clearance from the low bridge
member to mean high water (MHW). In comparison,
the 16th Street NE Bridge will require 4-foot clearance,
resulting in a bridge profile approximately 1.5 feet higher
in relation to MHW. In order to transition the roadway
at the bridge approaches, KCA’s experienced design
staff will efficiently evaluate the profile and alignment
to provide the safest and most cost-effective solution
with consideration to long-term maintenance. To avoid
the scenarios depicted above, widening to the west as
described within the scope is one option; however, other
options such as those listed below will be considered.
»Widening from the existing centerline with a slight
deflection or horizontal curve at each approach to
move the bridge closer to the center of the R/W and
enable proper tie-down slopes. »Optimizing the profile grade line (up to 5%) while
maintaining sight distance requirements to minimize
embankment costs and provide safe driveway
transitions at either approach.
PEDESTRIAN FACILITIES
As described with the scope and depicted in Figure
1, a 6-foot sidewalk is proposed along the west side
of 16th Street NE, as close to the R/W as possible in
accordance with Chapter 222 of the FDOT Design Manual.
Additionally, paved shoulders will provide an improved
opportunity for bicyclists to utilize the corridor. Pedestrian
safety will be paramount when designing sidewalk
crossings at each of the intersecting streets, through
driveways, and bridge transitions.
TRANSIT
Although CAT routes and stops are not present within
the project limits, KCA staff will initiate discussions
early in the design process to identify any future plans
or opportunities to provide accommodations for future
transit stops within the area. The new linkage between
Randall Boulevard and Golden Gate Boulevard W. is
anticipated to improve bus route efficiency. As such, KCA
will also discuss any prudent considerations for children
at current and/or proposed school bus stop locations
where bicycle racks and refuge areas may be appropriate.
INTERSECTIONS
Intersection design coordination for the Vanderbilt Beach
Road Extension projects from Collier Boulevard to 16th
Street and 16th Street to Everglades Boulevard will be an
important aspect to this project to ensure consistency and
minimize construction waste at the connection points.
We understand the timing of these projects and will
coordinate early and often with the firms designing and
constructing each of these projects. With design nearing
completion for the segment west of the project from Collier
Boulevard, horizontal and vertical geometry for this project
will be reviewed extensively to ensure compatibility. We
understand design for the segment of Vanderbilt Beach
Road Extension from 16th Street NE to Everglades Boulevard
will run concurrent with the 16th Street NE project.
Figure 4: Proposed Intersection at Vanderbilt Beach Road
Extension and 16th Street NE
KCA has recently coordinated in a similar fashion on a
project in Lee County. In this case, the prior 6 miles of
Estero Boulevard were designed and under construction
during the roadway and bridge design for the Big
Carlos Pass Replacement project, which connects at
the southern end of Estero Island. The KCA team used
the proposed design files from the Estero Boulevard
project supplemented with as-built survey to seamlessly
transition the two projects.
DRAINAGE
The proposed project is located in the Golden Gate Main
Canal basin. The existing drainage can be divided into
three basins. Basin 1 is from Golden Gate Boulevard to the
canal. Basins 2 and 3 are from the canal north to Randall
Boulevard. Basin two is the west side of 16th Street NE
and Basin 3 is the east side of 16th Street NE. Generally,
the roadside swale accepts both roadway and off-site
stormwater runoff and conveys the runoff to the outfall
location. Basin 1 is conveyed north to the canal via swales
and driveway culverts. Basin 2 is conveyed west down the
side streets to Orangetree Canal via swales and driveway
culverts. Basin 3 is conveyed east down the side streets
to the Golden Gate Main Canal via swales and driveway
culverts. The proposed project will maintain these existing
drainage patterns. There are no existing stormwater
management facilities within the project limits. The
proposed project will provide both water quality and
attenuation stormwater management facilities within the
existing R/W by regrading swales and utilizing control
structures. We are familiar with Collier County drainage
preferences such as utilizing reinforced concrete pipe and
flowable fill as appropriate.
Based on review of the 16th Street concept plans, the 8th
Street NE plans and site observations, there are sidewalk
segments that are higher than the off-site adjacent
ground. As the swales accept off-site runoff, this can
cause flooding to the adjacent off-site properties. We
propose the sidewalk be at existing grade to allow water
to sheetflow over the sidewalk or provide a culvert to
allow off-site areas to drain into the roadside swale. A
lesson learned from our drainage design on 23rd Street
SW is to place the culvert close to property lines to avoid
impacting existing or future driveways.
The project is located in FEMA Floodzones X and AH with
known flood elevations on FEMA FIRMs 12021C0430H and
12021C0240H both dated 5/16/2012. Although floodplain
compensation may not be required for permitting,
we understand the Golden Gate Estates experiences
significant and prolonged wet season flooding. We
propose to utilize the cup-for-cup analysis to demonstrate
a net earthwork cut to provide the County reassurance the
project will not cause adverse impacts.
The proposed bridge will require a Bridge Hydraulic
Report (BHR) and a SFWMD Big Cypress Basin (BCB)
ROW Permit. The BHR and will analyze the hydraulics
and scour of the proposed bridge and verify the bridge
design meets BCB criteria such as vertical clearance,
center span, span width, hydraulic losses across the
bridge, canal cross section, and slope stabilization.
We will coordinate with Brad Jackson, BCB Manager,
regarding design criteria.
The proposed project is located within FDEP waterbody
identification (WBID) 3278S, which is impaired for
Dissolved Oxygen. The project is also located in Collier
County Main Golden Gate Canal Basin with a local
discharge rate of 0.04 cfs/ac.
4-3
One construction cost savings measure would be to
utilize existing sidedrains, which could save up to $3
million in construction costs.
STRUCTURES
Considering the main goals of this project are to provide
operational and safety improvements, the critical
connection for joining 16th Street NE from north and
south of the Golden Gate Main Canal will be the bridge
crossing. The PD&E Study and Preliminary Engineering
Report (PER) have presented a feasible bridge type that
works well for low clearance and short to medium span
situations, the bridge type being a prestressed slab unit
bridge. The existing 8th Street NE bridge utilizes this
option, as shown in the figure below.
Figure 5: 8th Street NE Bridge Typical Section
KCA’s structures staff has extensive experience in
bridge design, and in particular for the bridge type
anticipated for this project. Lucio Martinez, PE, will be
our proposed Structures EOR and has accumulated a
valuable assortment of structures design experience.
Mr. Martinez is EOR for the Maydell Drive Bridge
Replacement in Hillsborough County, also a LAP project,
which is scheduled to open in January 2022. Locally, Mr.
Martinez is also EOR for the pedestrian bridges on the
JYLPMT Extension (SUN Trail funded) and Able Canal
Pathway (LAP funded), both in Lee County. The Able
Canal Pathway pedestrian bridge crosses a canal and
will be comprised of Florida Slab Beams on pile bents,
similar to the bridge presented in the concept plans for
this project.
The 8th Street NE bridge crossing, parallel to 16th Street
NE, is similar to the bridge that will be proposed. The
typical section of the 8th Street NE bridge over Cypress
Canal matches the recommended section in the Golden
Gate Estates Bridges PD&E Study (2016), which carries
two 12-foot travel lanes with 6-foot shoulders and a
6-foot raised sidewalk. However, a field review of the
existing 8th Street NE bridge revealed some opportunities
for improvement on the subject of sight distance,
embankment erosion, and adjacent driveway proximity.
Due to the close
proximity of existing
residential property to
the canal on 16th Street
NE, the profile of the
bridge may obstruct the
view of oncoming traffic.
Per the Golden Gate
Estates Bridge Crossings
PER, 4 feet of vertical
clearance is required
by SFWMD above the design water elevation. We will
investigate the possibility of waiving this criteria through
SFWMD, as recommended through the PER, and reduce
the required vertical clearance to 2 feet. Minimizing the
vertical clearance over the canal as much as possible
will help alleviate issues with sight distance, as well as
reduce the elevation difference between the proposed
improvement and existing residential properties as the
bridge profile ascends and descends.
Existing driveways are in close proximity to the Golden
Gate Main Canal, and tying down the profile will be
necessary to avoid adversely affecting driveways or
creating steep slope conditions. Keeping the vertical
clearance above the canal to a minimum will aid in tying
down the profile as quickly as possible. The existing
8th Street NE Bridge was forced to use a gravity wall to
prevent tying down slopes onto residential property.
Retaining walls will be designed for the 16th Street NE
Bridge to prevent embankment from encroaching on
residential property, if necessary.
Figure 7: Existing 8th Street Bridge Gravity Wall
An improvement that can be made to the superstructure,
which can offer improved durability, is the use of the
recently standardized Florida Slab Beams instead of the
prestressed slab units, which comprise the 8th Street NE
bridge. The figure below presents an example typical
section utilizing Florida Slab Beams. Based on our
experience, the prestressed slab units utilized on the 8th
Street NE bridge have frequently caused longitudinal
cracking on the bridge deck surface given time. This
creates a situation in which slab units may begin to
behave independently, taking away from the group
resistance offered by the slab units working together.
The independent behavior of prestressed slab units
have resulted in vehicle weight restrictions in the most
severe cases. Florida Slab Beams, which are a variation of
prestressed slab units, were for a time under development
and research through FDOT, but have since been added to
the FDOT Standard Plans. The use of Florida Slab Beams
are can help prevent the longitudinal cracks and improve
long term durability with reduced maintenance.
Figure 8: Florida Slab Beam Typical Section Example
Based upon our visit to the proposed bridge site, existing
conditions for the proposed 16th Street NE bridge are
extremely similar to the existing 8th Street NE bridge.
A careful review will be conducted during design to
investigate any issues that were encountered during
construction of the 8th Street NE existing bridge to
identify improvement opportunities.
Figure 9: Location of Proposed Bridge
Figure 6: Existing 8th Street
Bridge Sight Distance
4-4
Our extensive bridge design experience of concrete
bridges over water, as well as the support of our highly
well rounded structures staff, will aid in ensuring we
deliver a quality product with an efficient design and a
cost-effective solution.
SIGNALIZATION
The proposed Vanderbilt Beach Road Extension project
has proposed signalization at its intersection with 16th
Street NE. Our assumption is this proposed intersection
and signalization will be an existing condition to our
design and construction. Per the scope, a new traffic
signal may be needed at the 16th Street NE intersection
with Randall Boulevard if it is warranted by a signal
warrant analysis. Where major reconstruction of an
existing intersection or new signalization is proposed,
we recommend the intersection is analyzed utilizing
the Intersection Control Evaluation (ICE) method,which
considers multiple context-sensitive control strategies.
The first step will be the Stage 1 Screening process to
establish a list of viable traffic control strategies based on
the 11 ICE intersection types. Based on the geometry and
available R/W, certain intersection types may be removed
from the analysis if they do not meet the ICE criteria. For
all intersection types that remain viable upon completion
of the Stage 1 screening process, a Stage 2 Preliminary
Control Strategy Assessment will be conducted where
a more detailed analysis (including Synchro operational
analysis and HSM safety analysis) is conducted and a
single control strategy is identified as preferred.
All proposed signalization design and ITS design will be
closely coordinated to ensure all elements are consistent
with one another. Design will be continuously coordinated
with Collier County Traffic Operations and Information
Technology (CCTO) and designed and permitted in
accordance with the County Technical Special Provisions
for Signalization and Details. All signals will have full
ADA-compliant pedestrian features, optical emergency
vehicle preemption detection for each approach, and
pan-tilt-zoom (PTZ) cameras for traffic monitoring.
All-yellow/all-red vehicular clearance timings will be
updated. Signal timings and phasing will be provided
based on the proposed geometric conditions and traffic
counts to ensure safe conditions for all users. We will
provide 4-section signal heads with yellow flashing
left-turn arrow for protected/permissive left-turn phases
Utility coordination will take place during the design to
ensure no utility conflicts exist with any proposed drilled
shaft locations. R/W and easements will be reviewed
and analyzed for construction of mast arms and future
maintenance. Coordination will take place with Florida
Power & Light (FPL) for the proposed service points.
SIGNING AND PAVEMENT MARKING
As a component to roadway design and traffic
engineering, KH will prepare S&PM plans to successfully
maintain the safety of pedestrians, cyclists, and vehicular
traffic by increasing motorist awareness and reducing
speed. Plans will be prepared in accordance with the
Manual of Uniform Traffic Control Devices (MUTCD),
which is the national design criteria and FDOT Design
Standards. KH’s local engineer, Stewart Robertson, PE,
sits on one of the national MUTCD committees, which is
a clear testament to our recognized national expertise in
this field that is offered locally.
Additional overhead illuminated street name guide signs
will be considered for all approaches to the signalized
intersections. We will optimize all sign locations for
visibility to provide clear messages that facilitate driver’s
decision making. All existing signs will be evaluated, and a
new master signing plan will be discussed with CCTO staff.
All permanent pavement marking will be thermoplastic
as per FDOT design standards and specifications. All
signs and pavement marking will be in accordance with
MUTCD (Figure 3-24) and FDOT standards considering
County’s preferred signing specifications, including the use
of 2.5-inch by 2.5-inch galvanized metal square tubular
signposts.
LIGHTING
There is currently no lighting along 16th Street NE. The
proposed Vanderbilt Beach Road Extension project has
proposed lighting at its intersection with 16th Street
NE. At a minimum, we will evaluate similar intersection
lighting at the intersections with Randall Boulevard and
Golden Gate Boulevard. Any required modifications will
be made so that the lighting aesthetically remains as
consistent as possible along the corridor and it meets all
required Occupational Safety and Health Administration
(OSHA), National Electrical Safety Code (NESC), and
Collier County Standards for clearance distances between
light poles and overhead electrical utilities. Based on
our coordination with Apollo, the SL3 luminaire, which
is included in the County’s Standards, has been replaced
with the SL5 luminaire. The exact luminaire to be used
will be coordinated with CCTO during the design phase.
Alternative lighting options for the entire corridor
will be evaluated and discussed with the County prior
to any formal design submittals. Photometrics will
be performed to analyze lighting at the backside of
the existing residential homes to limit the amount of
lighting spilling in these areas. The use of spread footer
foundations and special utility conflict poles will be
evaluated and discussed with the County based on our
utility coordination during the design phase.
SURVEYING, SUE, UTILITY COORDINATION
With the understanding that a high-quality designed
project requires quality data, our survey staff will use
their time-proven methods to incorporate necessary
survey and SUE data into the 16th Street NE design.
Having a local surveying team allows for detailed upfront
communication between design team and survey
personnel. Prior to starting the survey component of
the project, the design team will provide the survey
team with an overview of the project explaining the
expectations of the survey and outlining the anticipated
improvements. Understanding, if possible, that all
the roadway improvements will need to be contained
within the existing R/W to adhere to the FDOT LAP
requirements, our first step will be to work with County
staff to identify and confirm the existing R/W data, and
any additional R/W needs to be addressed through a
PD&E Re-Evaluation.
Our preliminary field review indicated utilities primarily at
the major intersections. We realize in depth SUE services
will be beneficial at these locations. We recommend
SUE be performed at areas in proximity to the proposed
drainage and traffic signal and lighting foundations
that may conflict with existing utilities after the 60%
submittal. Performing SUE at these locations mitigates
the risk of underground conflicts, reducing the likelihood
of project delays and unaccounted for expenditures.
Our goal is to obtain utility clear letters and commitment
of UAOs to relocate, adjust, or remove utilities that may
conflict with the proposed improvements by final plans
4-5
submittal. In general, buried telephone and overhead
electric are present along the eastern R/W and will
pose a minor potential for conflict. At the intersection of
Randall Boulevard, the locations of buried gas, water, and
sewer will be of interest should the intersection warrant
signalization. Early and often coordination with UAOs will
be the key to limiting conflicts and potential delays.
PD&E RE-EVALUATION
The project’s approved Type 2 CE will require a re-
evaluation for the any major design change,to proceed
to the project’s R/W phase and for construction
advertisement (construction phase).
The KCA team has experience completing PD&E re-
evaluations for FDOT in their StateWide Environmental
Project Tracker (SWEPT). We have completed a
design change, R/W, and construction authorization
re-evaluation for I-75 at US 301 widening project in
SWEPT, which obtained FDOT Office of Environmental
Management (OEM) approval, and KCA staff have
completed a Design Change and R/W re-evaluation for
the SR 70 from Lorraine Road to CR 675 PD&E Study
for FDOT District One. Additionally, KCA staff, Martin Horwitz, formerly served as the FDOT Environmental
PM for Golden Gate Estates Bridge Crossing PD&E
Study while employed at District One. KCA’s experience
with the re-evaluation process, past PD&E project
involvement, and relationship with FDOT District staff
and OEM will enable us to deliver timely re-evaluations
that meet all FDOT requirements for the project and
ensure compliance for the approved NEPA document to
maintain federal funding eligibility.
ENVIRONMENTAL/PERMITTING
Environmental agencies exercising regulatory jurisdiction
over the proposed activities include SFWMD, FDEP,
USFWS, and FWC. Our team routinely acquires permits
and clearances from environmental regulatory and
resource agencies for projects throughout the state
of Florida. Our knowledge of state and federal permit
requirements, as well as our local permitting experience,
will limit requests for additional information (RAI), thus
reducing project schedule impacts.
The proposed project will require an Individual ERP
obtained from SFWMD. Wetland impacts are anticipated
and will require mitigation. The project area is within the
service areas of several mitigation banks (Panther Island,
Panther Island Expansion, Big Cypress, and Corkscrew
Regional). There are available forested and herbaceous
credits within the basin.
A State 404 Individual Permit from FDEP will be required
for this project. A joint permit application to SFWMD and
FDEP will be submitted for agency review and approval.
Environmental resource agencies commenting on the
SFWMD and FDEP 404 permits applications include FWC
and USFWS. The project area falls within the USFWS
Consultation Area for the Florida scrub-jay, red-cockaded
woodpecker, Everglade snail kite, Florida Panther, and
Florida bonneted bat. There are also several state and
federally listed protected species that have the potential
to occur within the project area. Following the USFWS
Standard Protection Measures will minimize adverse
impacts to these species during construction.
Our team includes qualified experts ready to perform
species surveys. While suitable habitat for protected
species is located within the vicinity, the project is
expected to have only minimal effects on protected
species due to the surrounding residential development.
Our team includes qualified experts ready to perform
species surveys, including roosting cavity and acoustic
surveys for the Florida bonneted bat. Our team also
includes multiple FWC-approved AGTAs, qualified to
perform gopher tortoise surveys and relocations. The
project area and adjacent habitats are also suitable
for utilization by the Eastern indigo snake, a federally
designated threatened species. Following the USFWS
Standard Protection Measures for the Eastern indigo
snake will minimize adverse impacts to this species
during construction.
Coordination with the Florida Department of State,
Division of Historical Resources (DHR) will be required
for permit issuance and clearance. However, the Cultural
Resource concurrence received on 3/25/2015 from
DHR during the PD&E study meets the requirements of
SFWMD and FDEP 404 Program.
Additionally, impacts to the Golden Gate Main Canal
associated with the project’s design will require a
SFWMD R/W Occupancy Permit.
A National Pollution Discharge Elimination System
(NPDES) Construction Generic Permit will be required
to be obtained by the construction contractor. A
Stormwater Pollution Prevention Plan (SWPPP) will
be prepared with the permit construction plans to
ensure protection of water quality during construction
operations. This will assist the construction contractor in
obtaining the required NPDES permit.
CULTURAL RESOURCES
ACI conducted a preliminary review of the 16th Street NE
Bridge project. This research revealed that although no
archaeological sites are recorded within or adjacent to
the project area, one midden type site is within 1 mile
and the project area has environmental characteristics
where archaeological sites are found. Thus, the corridor
has a low to moderate potential for archaeological sites
and archaeological testing will be necessary. Based
on the preliminary research and review of the Florida
Master Site File (FMSF), no previously recorded historic
resources are located within or immediately adjacent
to the proposed project limits. A review of the Collier
County Property Appraiser website, historic aerial
photographs, and Google Earth imagery indicates that
approximately one historic resource, 45 years of age or
older (constructed in 1977 or earlier), is present within
the project limits.
GEOTECHNICAL/CONTAMINATION
Our investigation, analysis, reports, and plan sheets will
be completed in accordance with the methods prescribed
in the RPS and general accordance with the FDOT Soils
and Foundations Handbook. In addition, any required
special use permits will be requested prior to our drilling
operation. MOT, when necessary, will comply with FDOT
standard indices. Before drilling, the site will be cleared
for underground utilities on land and under water.
Organic soils and shallow caprock are anticipated along
the alignment. Shallow silty sands and clays may also
be present. The silty sands are moisture sensitive and
are difficult to dry and compact. The organics, shallow
caprock, and plastic soils will be delineated along the
project limits.
4-6
The natural groundwater table is at ground surface
to within 2 feet of natural grades. Seasonal highs will
be determined along the alignment to evaluate base
clearance requirements.
The deeper subsurface conditions within the project
vicinity typically consist of sand to highly weathered
limestone to very soft silt beneath the shallow caprock.
Therefore, preforming will be required through the
shallow caprock and deep foundations may vary greatly
from 50 to 100 feet or greater. TSF will evaluate various
foundation alternatives to support the bridge over the
Golden Gate Main Canal including those mentioned in
the RPS (GRS-IBS, spread footings, prestressed concrete
piling, and drilled shafts) and potentially augercast piles.
PUBLIC INVOLVEMENT
KCA will prepare and implement a Public Involvement
Plan (PIP) and assist Collier County in conducting
public involvement for the project, which will include
two public meetings at 30% and 60% design. Public
involvement will include developing and maintaining a
project website and maintaining a record of all public
involvement activities throughout the life of the project
for documentation in the project’s Comments and
Coordination Report.
The public involvement is an important part of this project
as several residents expressed their opposition to the
project during the PD&E process at public meetings. Based
on past public concerns over increased traffic speeds,
general safety, and aesthetics, we will address these
concerns throughout the project by utilizing newsletters,
public meetings, and documenting the success of similar
improvements completed on 8th Street NE.
Our team will work with Collier County to utilize social
media, project website, and other communication tools,
including hybrid public meetings via GoToWebinar or
other virtual platforms, to encourage participation and
meet NEPA requirements for public involvement. The
project website will include details on project phases
and Virtual Reality (VR) or 3D visualizations of design
concepts as a beneficial outreach tool.
Over the past couple years, KCA has embraced the
“new norm” successfully utilizing social distancing
best practices and conducting hybrid public meetings
to include in-person and remote participation for four
projects overseen by FDOT.
Early and ongoing communication will be vital to the
success of the project. KCA has experience conducting
outreach on transportation projects, as well as organizing
public meetings, hearings, and workshops, producing
visually appealing graphics, developing informative
collaterally using plain language, and coordinating public
involvement efforts with adjacent projects. Throughout
this process, our team will work to build and maintain
project support.
QA/QC
All deliverables, including subconsultant work, follows
a five-step process, utilizing Bluebeam Revu focusing
on technical standards, scope requirements, conflicts,
costs and constructability. We understand the County
also utilizes Bluebeam exclusively for submittal reviews.
This digital QC collaboration tool helps QC Engineers
from all disciplines working on the same platform by
providing markups on a single PDF file. These markups
are automatically tracked and placed on a PDF, including
author, date, color, and comments associated with each
markup. This process then facilitates our QA Manager
and Vice President, Richard Harrison, PE, with a legible
digital set of marked-up plans, preventing any process
errors and verifying our QC plan is thoroughly followed.
Budget and Schedule Compliance
A key to controlling project budget is to finalize
a well-defined scope, identify the risks within
the scope, develop a mitigation plan, and clearly
define consultant’s, subconsultants’, and County
responsibilities. We create success in this area by
managing the right resources at the right time. We are
fully aware of the project budget ($8-9 million), and
the 1-cent infrastructure surtax approved in 2018 for
the construction of these bridges. The design approach
will need to be effective yet efficient to remain within
the County’s budget, particularly during a time when
material lead times and construction material prices are
varying significantly. Our design team has regular project
status meetings with CEI staff to maintain a pulse on the
construction side. We also regularly communicate with
local contractors to stay ahead of material cost and lead
time fluctuations. This allows us to validate construction
costs during the design phases and keep our clients
informed.
Project management is a critical ingredient in
accomplishing our mission of successful project
implementation. Close cooperation and coordination
among team members, and most importantly, with
the County’s PM and staff, results in timely adherence
to project schedules identified in task assignments.
Project design schedule and budget are maintained
by integration of QA procedures and milestones
into the project schedule conducting project review
meetings that include problem identification-solution
resolution, work product review, budget review, and QA
recommendations.
KCA PMs utilize a customized software program (Power
BI) that provides real-time data to regularly monitor
work efforts and associated fees expended on each
project. Our tracking system can produce reports for the
PM and/or discipline leaders who account for the total
time spent on a project, time spent on a specific task
within that project, and project budgetary data. This
data can be provided to the County’s PM for review and
analysis on a monthly basis. Schedules are maintained
and reviewed by staff for conflicts and peak production
times. During our weekly project management meetings,
upcoming submittal dates are discussed and coordinated
with production personnel to meet our schedule goals.
Reports of work efforts to date versus the projected
efforts based on the critical path method (CPM) schedule
are also used by KCA’s managers to review progress.
We recognize budget and schedule control are critical to
the success of the County’s project. Cost and schedule
are inherently tied to people. KCA is well-versed at
working on accelerated projects such as conventional
design-bid-build projects as well as FDOT SWAT projects,
D/B projects, and emergency response contracts.
As provided by the attached schedule, our staff is
committed to meeting the identified target schedule
of 1,200 calendar days (590 design + 180 bid + 430
post-design). Meeting our client’s schedule is not a
goal, it is a commitment, something that we take very seriously and pride ourselves on.
4-7
No. Task Name Duration Start Finish
0 16th Street NE Bridge Design and Permitting 589 days Wed 6/1/22 Wed 1/10/24
0 Start Up Activities 197 days Wed 6/1/22 Wed 12/14/22
1 Notice to Proceed 0 days Wed 6/1/22 Wed 6/1/22
2 Project Kick-Off Meeting, Schedule, QA/QC Plan 10 days Wed 6/1/22 Fri 6/10/22
3 Design Survey & Utility Locates 30 days Mon 6/13/22 Tue 7/12/22
4 Geotechnical Investigation 60 days Mon 6/13/22 Thu 8/11/22
5 SUE Borings 15 days Wed 11/30/22 Wed 12/14/22
0 Public Involvement 188 days Thu 8/4/22 Tue 2/7/23
6 Initial (Pre-30% Plans) Public Information Meeting 1 day Thu 8/4/22 Thu 8/4/22
7 Design (Pre-60% Plans) Public Information Meeting 1 day Tue 2/7/23 Tue 2/7/23
0 Initial Analysis and 30% Design 170 days Mon 6/13/22 Tue 11/29/22
8 Bridge Hydraulics Report (BHR)60 days Mon 6/13/22 Thu 8/11/22
9 Traffic Analysis, Prepare, QC & Submit 60 days Mon 6/13/22 Thu 8/11/22
10 Typical Section Package/Pavement Design, Prepare, QC & Submit 21 days Wed 7/13/22 Wed 8/10/22
13 30% Roadway Plans, Bridge Type Study & BHR, Prepare, QC & Submit 70 days Wed 7/13/22 Tue 10/18/22
14 30% Roadway Plans & BDR, County/ERC Review 30 days Wed 10/19/22 Tue 11/29/22
0 60% Design 168 days Wed 11/30/22 Tue 5/16/23
15 60% Roadway Plans, Prepare, QC & Submit 90 days Wed 11/30/22 Tue 4/4/23
16 Constructability & Independent Peer Review 30 days Wed 4/5/23 Tue 5/16/23
17 60% Roadway Plans, County/ERC Review 30 days Wed 4/5/23 Tue 5/16/23
0 Permitting & PD&E Reevaluation 255 days Mon 2/6/23 Wed 10/18/23
18 SFWMD, BCB ROW & FDEP 404 Applications, Prepare, QC & Submit 60 days Mon 2/6/23 Thu 4/6/23
19 SFWMD, BCB ROW & FDEP 404 Application, County Review 21 days Wed 4/5/23 Tue 4/25/23
20 SFWMD, BCB ROW & FDEP 404 Application, Prepare, QC & Submit 15 days Wed 4/26/23 Wed 5/10/23
21 SFWMD, BCB ROW & FDEP 404 Application, Agency Review 160 days Thu 5/11/23 Tue 10/17/23
22 Agencies Issue Permits 1 day Wed 10/18/23 Wed 10/18/23
23 PD&E Reevaluation, Preparation & Approval 120 days Mon 2/6/23 Mon 6/5/23
0 Right-of-Way Mapping 143 days Tue 6/6/23 Thu 10/26/23
24 Draft R/W Maps, Legals and Sketches, Prepare, QC & Submit 30 days Tue 6/6/23 Mon 7/17/23
25 Draft R/W Maps, Legals and Sketches, County Review 21 days Tue 7/18/23 Tue 8/15/23
26 Final R/W Maps, Legals and Sketches, Prepare, QC & Submit 21 days Wed 8/16/23 Wed 9/13/23
27 Final R/W Maps, Legals and Sketches, County Review 21 days Thu 9/14/23 Thu 10/12/23
28 Signed and Sealed R/W Maps, Legals and Sketches, Submit 10 days Fri 10/13/23 Thu 10/26/23
0 Utility Coordination 451 days Mon 6/13/22 Wed 9/6/23
29 Utility Contact/Information Request 1 day Mon 6/13/22 Mon 6/13/22
30 Submit 60% Plans to Utility Owners 1 day Wed 4/5/23 Wed 4/5/23
31 Utility Design Conference 1 day Fri 5/5/23 Fri 5/5/23
32 Submit 90% Plans to Utility Owners 1 day Mon 8/7/23 Mon 8/7/23
33 Utility Relocation Conference 1 day Wed 9/6/23 Wed 9/6/23
0 90% Design 122 days Wed 5/17/23 Fri 9/15/23
34 90% Roadway & Bridge Plans, Prepare, QC & Submit 80 days Wed 5/17/23 Fri 8/4/23
35 90% Roadway & Bridge Plans, County/ERC Review 30 days Mon 8/7/23 Fri 9/15/23
0 Final Design 114 days Mon 9/18/23 Tue 1/9/24
36 100% Roadway & Bridge Plans, Prepare, QC & Submit 40 days Mon 9/18/23 Fri 10/27/23
37 100% Design Plans, County/ERC Review 30 days Mon 10/30/23 Fri 12/8/23
38 Signed & Sealed Final Plans, Prepare, QC, Submit 30 days Mon 12/11/23 Tue 1/9/24
0 Begin Bid Phase Services 0 days Wed 1/10/24 Wed 1/10/24
197 days
Notice to Proceed
Project Kick-Off Meeting, Schedule, QA/QC Plan
Design Survey & Utility Locates
Geotechnical Investigation
SUE Borings
188 days
Initial (Pre-30% Plans) Public Information Meeting
Design (Pre-60% Plans) Public Information Meeting
170 days
Bridge Hydraulics Report (BHR)
Traffic Analysis, Prepare, QC & Submit
Typical Section Package/Pavement Design, Prepare, QC & Submit
30% Roadway Plans, Bridge Type Study & BHR, Prepare, QC & Submit
30% Roadway Plans & BDR, County/ERC Review
168 days
60% Roadway Plans, Prepare, QC & Submit
Constructability & Independent Peer Review
60% Roadway Plans, County/ERC Review
255 days
SFWMD, BCB ROW & FDEP 404 Applications, Prepare, QC & Submit
SFWMD, BCB ROW & FDEP 404 Application, County Review
SFWMD, BCB ROW & FDEP 404 Application, Prepare, QC & Submit
SFWMD, BCB ROW & FDEP 404 Application, Agency Review
Agencies Issue Permits
PD&E Reevaluation, Preparation & Approval
143 days
Draft R/W Maps, Legals and Sketches, Prepare, QC & Submit
Draft R/W Maps, Legals and Sketches, County Review
Final R/W Maps, Legals and Sketches, Prepare, QC & Submit
Final R/W Maps, Legals and Sketches, County Review
Signed and Sealed R/W Maps, Legals and Sketches, Submit
451 days
Utility Contact/Information Request
Submit 60% Plans to Utility Owners
Utility Design Conference
Submit 90% Plans to Utility Owners
Utility Relocation Conference
122 days
90% Roadway & Bridge Plans, Prepare, QC & Submit
90% Roadway & Bridge Plans, County/ERC Review
114 days
100% Roadway & Bridge Plans, Prepare, QC & Submit
100% Design Plans, County/ERC Review
Signed & Sealed Final Plans, Prepare, QC, Submit
Begin Bid Phase Services
May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov
2022 2023 2024
Task Milestone Summary Project Summary
16th Street Bridge NE Design and Permitting Schedule
Design Services Schedule
NTP: June 1, 2022 / Final Plans: January 10, 2024
Collier County | 16th Street NE Bridge | RPS No. 22-7944 | 5-1
5 LOCATION
5
KCA’s work
efforts will be
administered
and performed
by our Fort Myers
office (13461
Parker Commons
Boulevard,
Suite 104) and
additional support
staff will reside in
our Tampa office. These offices will facilitate frequent
face-to-face meetings with Collier County staff,
regular oversight of project activities through frequent
site visits, and immediate response for situations that
may require rapid response times.
KCA’s Ft. Myers office location is less than 35 miles
from Collier County’s office. Our extensive Southwest
Florida resources will ensure the necessary level
of professional involvement for the responsible,
expeditious, and accurate completion of this project.
The firm’s corporate headquarters is located at 201
North Franklin Street, Suite 400, Tampa, where
contract authority resides. Guillermo Madriz, PE, is
our Principal-in-Charge and responsible for resource
management to ensure project delivery, monitoring
of our QA/QC plan, and technical engineering
consultation on critical project issues. He will ensure
our project team has the necessary resources to serve
the County’s needs.
Collier County
3295 E. Tamiami Trail
Naples, FL 34112
5-2
KCA also has offices throughout Florida including
Brandon, Orlando, Jacksonville, Tallahassee, Miami,
and Lakewood Ranch available for additional
resources if needed.
All KCA team members are in close proximity of
each other and Collier County. The PM and majority
of the design leads are just steps away from each
other and able to walk down the hall to their office to
discuss an issue and come to a resolution. The local
team members not only live in Southwest Florida, we
invest in the area through recreation, vacation, and
volunteering. We give back though our local schools,
churches, and volunteer for charities such as Ronald
McDonald House.
Business tax receipts are included in Tab 7: Required
Forms.
Communication and Coordination
Frequent and effective communication among KCA
management and technical staff, subconsultants, and
Collier County are critical to both schedule and cost
control. Jesse Gill, PE, as PM, will be the main point
of contact for this County project, and task leads our
will serve as points of contacts for their respective
disciplines. Our team commits to holding regularly
scheduled internal meetings and client meetings to
assess progress and determine and address current
client needs and concerns. These meetings will
be held weekly. As directed by the specific needs
of the assignment, we may also facilitate formal
workshops involving a larger group of County staff
and technical staff from the KCA team. Through these
interactions, our firm seeks to establish and maintain
a close working partnership with Collier County to
ensure the project stays on course, all expectations
are met, and both parties have ownership in the
project results. However, to avoid wasted time and
miscommunications, meetings and communications
between the KCA team and the County must be
disciplined. We will develop a formal communications
plan for each discipline lead that clearly defines
the project chain of command and appropriate
communication pathways.
KCA will work closely with the County and keep them
informed of all critical issues. Documents will be
submitted to the County for review and comments at
established project milestones, and we will respond
to any comments within five days of receipt. A review
meeting to discuss comments requiring further
coordination will be held with the County, Mr. Gill, and
discipline leads.
KCA will assure coordination and communication is
maintained through personal contact, telephone,
Microsoft Teams, GoToMeeting conferencing, and
email. Our firm’s resources are networked and all
members of our project team utilize the same design
and plans production software. The latest computer
hardware systems provide significant capabilities
to transfer data, calculations, and plans production
information efficiently between team members.
KCA also utilizes SharePoint and Microsoft Teams
to manage day-to-day information collection and
distribution between the County and internal staff
members.
All KCA team members are in close proximity of each
other and Collier County. Our team is familiar and
knowledgeable of County bridges and roads and we
have team members who reside locally; therefore,
they are personally invested in the successful
completion of this 16th Street NE Bridge project.
Collier County | 16th Street NE Bridge | RPS No. 22-7944 | 6-1
6 Recent, Current, Projected WORKLOAD
6
KCA routinely handles a multitude of projects
involving various disciplines, and our capable
team is committed to providing Collier County
with a quality product within budget and on schedule.
Our commitment to our clients is an integral part
of our corporate philosophy and is a testament to
our work ethic exhibited at every level—from our
corporate officers to our field personnel. This project
will be no exception.
Our work on the Big Carlos Pass PD&E and Design
project will be completed in early 2022, making Mr.
Gill and the KCA team fully available to begin work
on the 16th Street NE Bridge project.
The proposed KCA team has been carefully structured
to provide exceptional service and experienced staff
in the performance of this bridge replacement and
roadway improvements project. To meet Collier
County needs, our team has committed nearly 45
professionals (identified on our organizational chart
on page 1-2), who can quickly assemble for peak
workloads and who will decrease involvement as
appropriate. We also realize flexibility throughout
the project is important as it is essential when
unforeseen circumstances occur. Our Principal-
in-Charge, Guillermo Madriz, PE, is available to
allocate additional firmwide resources (nearly 300
professionals) as needed to appropriately staff the
County’s project and ensure County expectations are
met without sacrificing schedule.
Depth of Resources
KCA team members are ready to assist the County
in any request involved with this project. We are
adept at working on multiple projects with very short
performance timeframes and accelerated schedules.
The main tasks identified in the scope of work vary
greatly in technical requirements and the length of
time needed to perform the services.
Our team’s thorough understanding of the processes
required for this project provides us the ability to
accurately predict the staffing requirements as it
relates to staff hours and level of experience. Our
team is well equipped to complete all work associated
with this project, and our abundant availability allows
us to begin work immediately. As with any firm, our
workload is not always constant, but has peaks and
valleys. The dedication of our staff enables the KCA
team to meet our clients’ goals by working overtime
during peaks and improving our technical skills during
slower periods.
Our PM, Mr. Gill, will manage the project and will be
the key point of contact between the design team
and County’s PM to ensure responsive service, concise
and constant communication, and understanding of
assignments. Monthly progress meetings with our PM
and key staff will include work progress, issues and
action items, forecast of upcoming work, and schedule
and budget updates.
The KCA team is careful in planning, scheduling, and
pursuing projects to minimize the possibility for any
individual project or client to dominate the resources
of the firm. Mr. Gill will develop a monthly production
report that is tailored to the needs of the County’s PM.
This report will provide a concise account of the work
that was performed during the period and an account
of the progress of the specialty subconsultants. The
production report will also give the County’s PM a
month look ahead of the various activities planned for
the coming month and will allow Mr. Gill to accurately
assign and control staffing levels.
Our team’s current projected workload falls below
the capacity of our staff, and we are eager to use our
resources for this Collier County project. Upon award,
each team member will continue its commitment to
ensure this project is completed in short duration, and
our staff will honor the commitment to the County as
their individual priority.
The KCA team takes great pride in our history of
providing quality, timely services for our clients. We
strive toward developing improvements for project
delivery and cost savings for our clients, and we are
confident we have the available, dedicated staff to
meet the County’s needs.
The KCA team has the resources and available
workload capacity to meet the requirements of Collier
County for the 16th Street NE Bridge project
including backup capabilities in the event of
unforeseen circumstances.
6-2
The chart below shows our project team’s current
and projected workload levels and availability
percentages over the next 12 months, illustrating
that KCA has more than enough capacity to work on
Collier County’s 16th Street NE Bridge project. Should
additional staffing be required for any assignment,
personnel resources can easily be made available to
commit to the project.
TEAM COMMITMENT
KCA and our proposed subconsultants have
committed to provide the staff identified in this
proposal. This commitment is based on having
provided professional services to Collier County for
more than 25 years including design of roadways,
bridges, drainage systems, and environmental
permitting services. It should be noted that KCA
does not currently have an active design project with
Collier County and is eager to change this statistic.
Key Personnel Availability (Next 12 Months)
Team Member Role for Project % Availability
Jesse Gill, PE PM/Roadway Design EOR 85%
Lucio Martinez, PE Structures Design EOR 80%
Adrienne Wisdom, PE MOT Design EOR 80%
Brian Rose, PE Drainage Design EOR 80%
Martin Horwitz PD&E Re-Evaluation 80%
Fathy Abdalla, Ph. D., PE, PTOE Lighting/ITS Design EOR 65%
Burak Konuk, PE, PTOE Lighting/ITS Design 75%
Catie Neal Environmental/Permitting 75%
Nicole Selly Public Involvement 75%
Lee Hutchinson, RPA (ACI) Cultural Resources 30%
Gregory Diserio (DMJA)Landscape Architecture 50%
Guy Adams, PSM (JEI)Survey/Mapping, SUE, and Utilities 45%
Michael Dickey, PE (JEI)Survey/Mapping, SUE, and Utilities 55%
Rick Arico, PE (KH)Traffic, Signals, S&PM EOR 60%
Mo Ansari, PE (KH)Traffic, Signals, S&PM EOR 70%
Raj Krishnasamy, PE (TSF)Geotechnical/Contamination 60%
Our experienced team will continue to provide the
County with a high-quality product that is within
budget and on schedule. The key staff identified on
our organizational chart are immediately available
to work on this project. We have studied our current
and future workload and determined that many of
our current project are nearing completion, freeing up
staff to work on this project. We have reviewed the
staffing availability over the next 12 months for the key
team members and determined that they will all have
adequate time to complete all assigned tasks. Key
personnel availability percentage is provided below as
well as on their condensed resumes provided in Tab
1: Ability of Professional Personnel. KCA has nearly
300 employees, including 72 Professional Engineers.
Due to our large staff including multiple disciplines at
KCA, we have redundant staff capable of working on
this project if unforeseen conditions occur to keep this
project on schedule and within the County’s budget.
2022
100
80
60
40
20
0
JANFEBMARAPRMAYJUNJULAUGSEPOCTNOVDEC Staff utilization (workload percentages in blue) | Available staff resources (availability percentages in gray)
52%
48%50%52%58%60%63%65%68%70%73%75%78%
50%48%42%40%37%35%32%30%27%25%22%
Collier County | 16th Street NE Bridge | RPS No. 22-7944 | 7-1
7 Required FORM Submittals
7
As requested in Collier County’s RPS, KCA has included the following forms, documents, and licenses in this
section:
»Vendor Checklist
»Form 1: Vendor Declaration Statement
»Form 2: Conflict of Interest Certification
»Division of Corporations - Florida Department of State (SunBiz)
»Form 3: Immigration Affidavit Certification
»E-Verify Profile Page
»Form 4: Certification for Claiming Status as a Local Business
»Form 6: Grant Provisions and Assurances Package (N/A per Addendum 1)
»W-9 Form
»Insurance Requirements and Certificate of Insurance
»Corporate Charters
»Firm Licenses
»Local Business Tax Licenses
»Team Member Licenses
»FDOT Prequalification Letters
»Addenda Acknowledgment
7-2
Vendor Check List
IMPORTANT: Please review carefully and submit with your Proposal/Bid. All applicable documents shall be submitted
electronically through BidSync. Vendor should checkoff each of the following items:
General Bid Instructions has been acknowledged and accepted.
Collier County Purchase Order Terms and Conditions have been acknowledged and accepted.
Form 1: Vendor Declaration Statement
Form 2: Conflict of Interest Certification
Proof of status from Division of Corporations - Florida Department of State (If work performed in the State) -
http://dos.myflorida.com/sunbiz/ should be attached with your submittal.
Vendor MUST be enrolled in the E-Verify - https://www.e-verify.gov/ at the time of submission of the proposal/bid.
Form 3: Immigration Affidavit Certification MUST be signed and attached with your submittal or you MAY be DEEMED
NON-RESPONSIVE
E-Verify Memorandum of Understanding or Company Profile page should be attached with your submittal.
Form 4: Certification for Claiming Status as a Local Business, if applicable, has been executed and returned. Collier or
Lee County Business Tax Receipt should be attached with your submittal to be considered.
Form 5: Reference Questionnaires form must be utilized for each requested reference and included with your submittal, id
applicable to the solicitation.
Form 6: Grant Provisions and Assurances package in its entirety, if applicable, are executed and should be included with
your submittal. All forms must be executed, or you MAY be DEEMED NON-RESPONSIVE.
Vendor W-9 Form.
Vendor acknowledges Insurance Requirements and is prepared to produce the required insurance certificate(s) within five
(5) days of the County’s issuance of a Notice of Recommend Award.
The Bid Schedule has been completed and attached with your submittal, applicable to bids.
Copies of all requested licenses and/or certifications to complete the requirements of the project.
All addenda have been signed and attached, or you MAY be DEEMED NON-RESPONSIVE.
County’s IT Technical Architecture Requirements has been acknowledged and accepted, if applicable.
Any and all supplemental requirements and terms has been acknowledged and accepted, if applicable.
Solicitation 22-7944Collier County
11/19/2021 3:31 PM p. 63
Non-Applicable per Q&A Response No. 4
Non-Applicable
7-3
Form 1: Vendor Declaration Statement
BOARD OF COUNTY COMMISSIONERS
Collier County Government Complex
Naples, Florida 34112
Dear Commissioners:
The undersigned, as Vendor declares that this response is made without connection or arrangement with any other person and this
proposal is in every respect fair and made in good faith, without collusion or fraud. The Vendor hereby declares the instructions,
purchase order terms and conditions, requirements, and specifications/scope of work of this solicitation have been fully exam ined
and accepted.
The Vendor agrees, if this solicitation submittal is accepted by Collier County, to accept a Purchase Order as a form of a formal
contract or to execute a Collier County formal contract for purposes of establishing a contractual relationship between the Vendor
and Collier County, for the performance of all requirements to which this solicitation pertains. The Vendor states that the
submitted is based upon the documents listed by the above referenced solicitation. The Vendor agrees to comply with the
requirements in accordance with the terms, conditions and specifications denoted herein and according to the pricing submitted as a
part of the Vendor’s bids.
Further, the Vendor agrees that if awarded a contract for these goods and/or services, the Vendor will not be eligible to
compete, submit a proposal, be awarded, or perform as a sub-vendor for any future associated work that is a result of this
awarded contract.
IN WITNESS WHEREOF, WE have hereunto subscribed our names on this _____ day of _____________, 20__ in the County of
_______________, in the State of _____________.
Firm’s Legal Name:
Address:
City, State, Zip Code:
Florida Certificate of
Authority Document
Number
Federal Tax
Identification Number
*CCR # or CAGE Code
*Only if Grant Funded
__________________________________________________________________________
Telephone:
Email:
Signature by:
(Typed and written)
Title:
Solicitation 22-7944Collier County
11/19/2021 3:31 PM p. 64
Hillsborough
Kisinger Campo & Associates, Corp. (KCA)
13461 Parker Commons Boulevard, Suite 104
Ft. Myers, FL 33912
505419
59-1677145
4TSY1
239.278.5999
marketing@kcaeng.com
Guillermo Madriz, PE
Vice President
Florida
20th December 21
7-4
Additional Contact Information
Send payments to:
(required if different from
above)
Company name used as payee
Contact name:
Title:
Address:
City, State, ZIP
Telephone:
Email:
Office servicing Collier
County to place orders
(required if different from
above)
Contact name:
Title:
Address:
City, State, ZIP
Telephone:
Email:
Solicitation 22-7944Collier County
11/19/2021 3:31 PM p. 65
Jesse Gill, PE
Kisinger Campo & Associates, Corp. (KCA)
Alexis Maurino
Accounting Department Manager
201 N. Franklin Street, Suite 400
Tampa, FL 33602
813.871.5331
amaurino@kcaeng.com
13461 Parker Commons Boulevard, Suite 104
Ft. Myers, FL 33912
239.278.5999
jgill@kcaeng.com
Project Manager
x
7-6
ONE TAMPA CITY CENTER
201 N FRANKLIN STREET, STE 400
TAMPA,FL 33602
Current Principal Place of Business:
Current Mailing Address:
ONE TAMPA CITY CENTER
201 N FRANKLIN STREET, STE 400
TAMPA,FL 33602
Entity Name:KISINGER CAMPO & ASSOCIATES, CORP.
DOCUMENT#505419
FEI Number: 59-1677145 Certificate of Status Desired:
Name and Address of Current Registered Agent:
GOLD, AARON JESQ
202 S. ROME AVE
SUITE 100
TAMPA,FL 33606 US
The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida.
SIGNATURE:
Electronic Signature of Registered Agent Date
Officer/Director Detail :
I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under
oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears
above, or on an attachment with all other like empowered.
SIGNATURE:
Electronic Signature of Signing Officer/Director Detail Date
FILED
Jan 18,2021
Secretary of State
6890901496CC
RONALD GOTT CFO 01/18/2021
2021 FLORIDA PROFIT CORPORATION ANNUAL REPORT
No
Title OFFICER, CHAIRMAN, SR VP
Name CAMPO, MICHAEL J
Address ONE TAMPA CITY CENTER
201 N FRANKLIN STREET, STE 400
City-State-Zip:TAMPA FL 33602
Title OFFICER, PRESIDENT, CEO
Name FOLEY, PAUL G.
Address 201 N. FRANKLIN STREET, SUITE 400
City-State-Zip:TAMPA FL 33602
Title OFFICER, SR. VP, SECRETARY,
TREASURER, CFO
Name GOTT, RONALD E
Address 201 N. FRANKLIN STREET, SUITE 400
City-State-Zip:TAMPA FL 33602
Title OFFICER, SR VP
Name SHAW, THOMAS
Address ONE TAMPA CITY CENTER
201 N FRANKLIN STREET, STE 400
City-State-Zip:TAMPA FL 33602
Title OFFICER, SR VP
Name MCGUCKEN, STEPHEN H
Address ONE TAMPA CITY CENTER
201 N FRANKLIN STREET, STE 400
City-State-Zip:TAMPA FL 33602
Title OFFICER, SR. EXECUTIVE V.P.
Name BURKETT, EDWARD D
Address 201 N. FRANKLIN STREET, SUITE 400
City-State-Zip:TAMPA FL 33602
Title OFFICER, SR. VP
Name REINHOLD, KENNETH
Address 201 N FRANKLIN STREET, SUITE 400
City-State-Zip:TAMPA FL 33602
Title VP, OFFICER
Name HILTON, GERALD
Address ONE TAMPA CITY CENTER
201 N FRANKLIN STREET, STE 400
City-State-Zip:TAMPA FL 33602
Continues on page 2
SUNBIZ
7-7
Title OFFICER, SR VP
Name MARTIN, GEORGE DEWEY
Address ONE TAMPA CITY CENTER
201 N FRANKLIN STREET, STE 400
City-State-Zip:TAMPA FL 33602
Title OFFICER, VP
Name O'GRADY, PATRICK
Address ONE TAMPA CITY CENTER
201 N FRANKLIN STREET, STE 400
City-State-Zip:TAMPA FL 33602
Title OFFICER, VP
Name COMBS, RICHARD
Address ONE TAMPA CITY CENTER
201 N FRANKLIN STREET, STE 400
City-State-Zip:TAMPA FL 33602
Officer/Director Detail Continued :
Title OFFICER, VP
Name HARRISON, RICHARD
Address ONE TAMPA CITY CENTER
201 N FRANKLIN STREET, STE 400
City-State-Zip:TAMPA FL 33602
Title OFFICER, VP
Name FOLEY, SEAN
Address ONE TAMPA CITY CENTER
201 N FRANKLIN STREET, STE 400
City-State-Zip:TAMPA FL 33602
Title OFFICER, VP
Name MADRIZ, GUILLERMO
Address ONE TAMPA CITY CENTER
201 N FRANKLIN STREET, STE 400
City-State-Zip:TAMPA FL 33602
SUNBIZ
x
7-9
EmployerWizard
https://e-verify.uscis.gov/emp/EmployerWizard.aspx[10/21/2010 1:40:28 PM]
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Company Information
Company Name:Kisinger Campo & Associates Corp.
Company ID Number:163673
Doing Business As (DBA) Name:
DUNS Number:
Physical Location:Mailing Address:
Address 1:One Tampa City Center Address 1:
Address 2:201 N. Franklin Street, Suite
400 Address 2:
City:Tampa City:
State:FL State:
Zip Code:33602 Zip Code:
County:HILLSBOROUGH
Additional Information:
Employer Identification Number:591677145
Total Number of Employees:100 to 499
Parent Organization:Kisinger Campo & Associates Corp.
Administrator:
Organization Designation:
Employer Category:None of these categories apply
NAICS Code:541 - PROFESSIONAL, SCIENTIFIC, AND TECHNICAL
SERVICES
Total Hiring Sites:1
Total Points of Contact:2
E-VERIFY PROFILE PAGE
7-10
Form 4: Vendor Submittal – Local Vendor Preference Certification
(Check Appropriate Boxes Below)
State of Florida (Select County if Vendor is described as a Local Business)
Collier County
Lee County
Vendor affirms that it is a local business as defined by the Procurement Ordinance of the Collier County Board of County
Commissioners and the Regulations Thereto. As defined in Section Fifteen of the Collier County Procurement Ordinance:
Local business means the vendor has a current Business Tax Receipt issued by the Collier County Tax Collect or prior to bid
or proposal submission to do business within Collier County, and that identifies the business with a permanent physical
business address located within the limits of Collier County from which the vendor’s staff operates and performs business in
an area zoned for the conduct of such business. A Post Office Box or a facility that receives mail, or a non -permanent
structure such as a construction trailer, storage shed, or other non-permanent structure shall not be used for the purpose of
establishing said physical address. In addition to the foregoing, a vendor shall not be considered a "local business" unless it
contributes to the economic development and well -being of Collier County in a verifiable and measurable way. This may
include, but not be limited to, the retention and expansion of employment opportunities, support and increase to the County's
tax base, and residency of employees and principals of the business within Collier County. Vendors shall affirm in writing
their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a "local
business" under this section. A vendor who misrepresents the Local Preference status of its firm in a proposal or bid
submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year under this
section.
Vendor must complete the following information:
Year Business Established in Collier County or Lee County: ________
Number of Employees (Including Owner(s) or Corporate Officers):_________
Number of Employees Living in Collier County or Lee (Including Owner(s) or Corporate Officers):_______
If requested by the County, Vendor will be required to provide documentation substantiating the information given in this
certification. Failure to do so will result in vendor’s submission being deemed not applicable.
Sign and Date Certification:
Under penalties of perjury, I certify that the information shown on this form is correct to my knowledge.
Company Name: _________________________________________
Date: _____________________________
Address in Collier or Lee County: _____________________________________________________________________
Signature: ____________________________________________
Title: _____________________________
Solicitation 22-7944Collier County
11/19/2021 3:31 PM p. 69
Kisinger Campo & Associates, Corp.
1991
287
13
13461 Parker Commons Boulevard, Suite 104, Ft. Myers, FL 33912
December 20, 2021
Guillermo Madriz, PE Vice President
7-11
BUSINESS TAX RECEIPTS
Local Business Tax ReceiptDear Business Owner:
I hope you have a successful year.
Lee County Tax Collector
KIMLEY HORN AND ASSOCIATES INC
KIMLEY HORN AND ASSOCIATES INC
1412 JACKSON ST STE 2
FT MYERS FL 33901
421 FAYETTEVILLE ST
RALEIGH NC 27601
SITE LICENSE
Payment Information:
PAID 598903-175-3 09/01/2021 02:19 PM
$20.00
Location:
May engage in the business of:
If there is a change in one of the following, refer to the instructions on the back of this receipt.
LEE COUNTY LOCAL BUSINESS TAX RECEIPT
2021 - 2022
Account Number: 1501917 Account Expires: September 30, 2022
THIS LOCAL BUSINESS TAX RECEIPT IS NON REGULATORY
Your 2021-2022 Lee County Local Business Tax Receipt is attached below for account number
.
1501917.
Business name
Ownership
Physical location
Business closed
This is not a bill. Detach the bottom portion and display in a public location.
Sincerely,
7-12
BUSINESS TAX RECEIPTS
7-13
December 20, 2021
7-14
INSURANCE AND BONDING REQUIREMENTS
Insurance / Bond Type Required Limits
1. Worker’s Compensation Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government
Statutory Limits and Requirements
Evidence of Workers’ Compensation coverage or a Certificate of Exem ption issued
by the State of Florida is required. Entities that are formed as Sole Proprietorships
shall not be required to provide a proof of exemption. An application for exemption
can be obtained online at https://apps.fldfs.com/bocexempt/
2. Employer’s Liability
$_500,000_ single limit per occurrence
3. Commercial General
Liability (Occurrence Form)
patterned after the current
ISO form
Bodily Injury and Property Damage
$_1,000,000__single limit per occurrence, $2,000,000 aggregate for Bodily Injury
Liability and Property Damage Liability. This shall include Premises and Operations;
Independent Contractors; Products and Completed Operations and Contractual
Liability.
4. Indemnification To the maximum extent permitted by Florida law, the Contractor/Vendor shall defend,
indemnify and hold harmless Collier County, its officers and employees from any and
all liabilities, damages, losses and costs, including, but not limited to, reasonable
attorneys’ fees and paralegals’ fees, to the extent caused by the negligence,
recklessness, or intentionally wrongful conduct of the Contractor/ Vendor or anyone
employed or utilized by the Contractor/Vendor in the performance of this Agreement.
5. Automobile Liability $_500,000________ Each Occurrence; Bodily Injury & Property Damage,
Owned/Non-owned/Hired; Automobile Included
6. Other insurance as noted:
Watercraft $ __________ Per Occurrence
United States Longshoreman's and Harborworker's Act coverage shall be
maintained where applicable to the completion of the work.
$ __________ Per Occurrence
Maritime Coverage (Jones Act) shall be maintained where applicable to the
completion of the work.
$ __________ Per Occurrence
Aircraft Liability coverage shall be carried in limits of not less than $5,000,000
each occurrence if applicable to the completion of the Services under this Agreement.
$ __________ Per Occurrence
Pollution $ __________ Per Occurrence
Professional Liability $ _1,000,000__ Per claim & in the aggregate
Project Professional Liability $__________ Per Occurrence
Valuable Papers Insurance $__________ Per Occurrence
Cyber Liability $__________ Per Occurrence
Technology Errors & Omissions $__________ Per Occurrence
7. Bid bond
Shall be submitted with proposal response in the form of certified funds, cashiers’
check or an irrevocable letter of credit, a cash bond posted with the County Clerk, or
proposal bond in a sum equal to 5% of the cost proposal. All checks shall be made
payable to the Collier County Board of County Commissioners on a bank or trust
company located in the State of Florida and insured by the Federal Deposit Insurance
Corporation.
Solicitation 22-7944Collier County
11/19/2021 3:31 PM p. 86
7-15
8. Performance and Payment
Bonds
For projects in excess of $200,000, bonds shall be submitted with the executed
contract by Proposers receiving award, and written for 100% of the Contract award
amount, the cost borne by the Proposer receiving an award. The Performance and
Payment Bonds shall be underwritten by a surety authorized to do business in the
State of Florida and otherwise acceptable to Owner; provided, however, the surety
shall be rated as “A-“ or better as to general policy holders rating and Class V or
higher rating as to financial size category and th e amount required shall not exceed
5% of the reported policy holders’ surplus, all as reported in the most current Best
Key Rating Guide, published by A.M. Best Company, Inc. of 75 Fulton Street, New
York, New York 10038.
9. Vendor shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The
same Vendor shall provide County with certificates of insurance meeting the required insurance provisions.
10. Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General
Liability where required. This insurance shall be primary and non-contributory with respect to any other insurance maintained
by, or available for the benefit of, the Additional Insured and the Vendor’s policy shall be endorsed accordingly.
11. The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County
Commissioners in Collier County, OR Collier County Government, OR Collier County. The Certificates of Insurance must state
the Contract Number, or Project Number, or specific Project description, or must read: For any and all work performed on
behalf of Collier County.
12. On all certificates, the Certificate Holder must read: Collier County Board of County Commissioners, 3295 Tamiami
Trail East, Naples, FL 34112
13. Thirty (30) Days Cancellation Notice required.
14. Collier County shall procure and maintain Builders Risk Insurance on all construction projects where it is deemed necessary.
Such coverage shall be endorsed to cover the interests of Collier County as well as the Contractor. Premiums shall be billed to
the project and the Contractor shall not include Builders Risk premiums in its project proposal or project billings. All questions
regarding Builder’s Risk Insurance will be addressed by the Collier County Risk Management Division.
11/17/21 - GG
___________________________________________________________________________________________________________
Vendor’s Insurance Statement
We understand the insurance requirements of these specifications and that the evidence of insurability may be required within five
(5) days of the award of this solicitation. The insurance submitted must provide coverage for a minimum of six (6) months from the
date of award.
Name of Firm
_______________________________________ Date ____________________________
Vendor Signature
_________________________________________________________________________
Print Name
_________________________________________________________________________
Insurance Agency
_________________________________________________________________________
Agent Name
___________________________________ Telephone Number ________________
Solicitation 22-7944Collier County
11/19/2021 3:31 PM p. 87
Kisinger Campo & Associates, Corp.December 20, 2021
Guillermo Madriz, PE, Vice President
Brown & Brown Insurance – Clearwater
Vicky Van Wormer 727.442.7695
7-16
7-17
FIRM LICENSE AND CORPORATE CHARTER
State of Florida
Department of State
I certify from the records of this office that KISINGER CAMPO &
ASSOCIATES,CORP.is a corporation organized under the laws of the State of
Florida,filed on June 17,1976.
The document number of this corporation is 505419.
I further certify that said corporation has paid all fees due this office through
December 31,2021,that its most recent annual report/uniform business report
was filed on January 18,2021,and that its status is active.
I further certify that said corporation has not filed Articles of Dissolution.
Given under my hand and the
Great Seal of the State of Florida
at Tallahassee,the Capital,this
the Eighteenth day of January,
2021
Tracking Number:6218299773CU
To authenticate this certificate,visit the following site,enter this number,and then
follow the instructions displayed.
https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
CAMPO, MICHAEL JOAQUIN
Do not alter this document in any form.
201 N. FRANKLIN STREET, STE 400
LICENSE NUMBER: PE70651
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
TAMPA FL 33602
Always verify licenses online at MyFloridaLicense.com
7-18
FIRM LICENSE AND CORPORATE CHARTER
State of Florida
Department of State
I certify from the records of this office that ARCHAEOLOGICAL
CONSULTANTS,INCORPORATED is a corporation organized under the laws
of the State of Florida,filed on April 14,1976.
The document number of this corporation is 501251.
I further certify that said corporation has paid all fees due this office through
December 31,2021,that its most recent annual report/uniform business report
was filed on March 16,2021,and that its status is active.
I further certify that said corporation has not filed Articles of Dissolution.
Given under my hand and the
Great Seal of the State of Florida
at Tallahassee,the Capital,this
the Sixteenth day of March,2021
Tracking Number:8071667636CC
To authenticate this certificate,visit the following site,enter this number,and then
follow the instructions displayed.
https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication
State of Florida
Department of State
I certify from the records of this office that DAVID M.JONES,JR.AND
ASSOCIATES,INC.is a corporation organized under the laws of the State of
Florida,filed on May 26,1981.
The document number of this corporation is F36381.
I further certify that said corporation has paid all fees due this office through
December 31,2021,that its most recent annual report/uniform business report
was filed on January 12,2021,and that its status is active.
I further certify that said corporation has not filed Articles of Dissolution.
Given under my hand and the
Great Seal of the State of Florida
at Tallahassee,the Capital,this
the Twelfth day of January,2021
Tracking Number:5847844274CC
To authenticate this certificate,visit the following site,enter this number,and then
follow the instructions displayed.
https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication
State of Florida
Department of State
I certify from the records of this office that JOHNSON ENGINEERING,INC.is
a corporation organized under the laws of the State of Florida,filed on
November 3,1967.
The document number of this corporation is 322710.
I further certify that said corporation has paid all fees due this office through
December 31,2021,that its most recent annual report/uniform business report
was filed on April 5,2021,and that its status is active.
I further certify that said corporation has not filed Articles of Dissolution.
Given under my hand and the
Great Seal of the State of Florida
at Tallahassee,the Capital,this
the Fifth day of April,2021
Tracking Number:6307114670CC
To authenticate this certificate,visit the following site,enter this number,and then
follow the instructions displayed.
https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication
7-19
FIRM LICENSE AND CORPORATE CHARTER
Tierra South Florida, Inc. d/b/a TSFGeo
Professional Licenses
Raj Krishnasamy, PE FL PE 53567 Expires 2/28/2023 Tierra South Florida, Inc. CA 28073 No Expiration Date
Kumar Vedula, PE FL PE 54873 Expires 2/28/2023
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State of Florida
Department of State
I certify from the records of this office that TIERRA SOUTH FLORIDA,INC.
is a corporation organized under the laws of the State of Florida,filed on
October 7,2003,effective October 17,2003.
The document number of this corporation is P03000110144.
I further certify that said corporation has paid all fees due this office through
December 31,2021,that its most recent annual report/uniform business report
was filed on January 4,2021,and that its status is active.
I further certify that said corporation has not filed Articles of Dissolution.
Given under my hand and the
Great Seal of the State of Florida
at Tallahassee,the Capital,this
the Fourth day of January,2021
Tracking Number:0019217933CC
To authenticate this certificate,visit the following site,enter this number,and then
follow the instructions displayed.
https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication
7-20
KEY PERSONNEL PROFESSIONAL ENGINEERING LICENSES
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
GILL, JESSE EARL
Do not alter this document in any form.
13505 ISLAND ROAD
LICENSE NUMBER: PE80442
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
FORT MYERS FL 33905
Always verify licenses online at MyFloridaLicense.com
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
HARRISON, RICHARD JOHN
Do not alter this document in any form.
6417 CHESHIRE COURT
LICENSE NUMBER: PE66644
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
WESLEY CHAPEL FL 33545-3861
Always verify licenses online at MyFloridaLicense.com
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
MADRIZ, GUILLERMO
Do not alter this document in any form.
201 NORTH FRANKLIN ST
LICENSE NUMBER: PE57530
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
KISINGER CAMPO & ASSOCIATES, SUITE 400
TAMPA FL 33602
Always verify licenses online at MyFloridaLicense.com
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
MARTINEZ, LUCIO
Do not alter this document in any form.
13461 PARKER COMMONS BLVD
LICENSE NUMBER: PE82380
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
SUITE 104
FORT MYERS FL 33912
Always verify licenses online at MyFloridaLicense.com
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
LABARBERA, JASON L.
Do not alter this document in any form.
4013 W. EMPEDRADO ST.
LICENSE NUMBER: PE64004
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
TAMPA FL 33629
Always verify licenses online at MyFloridaLicense.com
7-21
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
ROSE, BRIAN JOSEPH
Do not alter this document in any form.
11700 TIMBERLINE CIRCLE
LICENSE NUMBER: PE71549
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
FORT MYERS FL 33966
Always verify licenses online at MyFloridaLicense.com
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
SPRUNGER, CURTIS ALAN
Do not alter this document in any form.
1537 BEVERLY DR.
LICENSE NUMBER: PE66524
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
CLEARWATER FL 33764
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Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
WISDOM, ADRIENNE ARGENTO
Do not alter this document in any form.
5649 NATOMA DR.
LICENSE NUMBER: PE78492
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
FORT MYERS FL 33919
Always verify licenses online at MyFloridaLicense.com
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
MARIN, EMMANUEL A.
Do not alter this document in any form.
13267 HAMPTON PARK CT
LICENSE NUMBER: PE91393
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
FORT MYERS FL 33913
Always verify licenses online at MyFloridaLicense.com
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
MAZERES, JOHN P.
Do not alter this document in any form.
2966 MAPLE AVE
LICENSE NUMBER: PE61299
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
BURLINGTON NC 27215-7122
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KEY PERSONNEL PROFESSIONAL ENGINEERING LICENSES
7-22
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
CAMPO, MICHAEL JOAQUIN
Do not alter this document in any form.
201 N. FRANKLIN STREET, STE 400
LICENSE NUMBER: PE70651
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
TAMPA FL 33602
Always verify licenses online at MyFloridaLicense.com
KEY PERSONNEL PROFESSIONAL ENGINEERING LICENSES
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
TAYEBNEJAD, ALIREZA
Do not alter this document in any form.
1511 OBEAR COURT
LICENSE NUMBER: PE42775
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
WESLEY CHAPEL FL 33543
Always verify licenses online at MyFloridaLicense.com
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
HERNANDEZ CEDENO, DEBORAH
Do not alter this document in any form.
1139 BALLARD GREEN PL
LICENSE NUMBER: PE74754
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
BRANDON FL 33511
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Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
JAKHADI, SUNIL P.
Do not alter this document in any form.
201 FRANKLIN ST.,
LICENSE NUMBER: PE75858
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
SUITE 400,
TAMPA FL 33602
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Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
BRANDES, DARREN P.
Do not alter this document in any form.
131 E DAVIE ST
LICENSE NUMBER: PE53982
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
APT 208
RALEIGH NC 27601
Always verify licenses online at MyFloridaLicense.com
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
ABDALLA, MOHAMED FATHY
Do not alter this document in any form.
5001 ASHINGTON LANDING DRIVE
LICENSE NUMBER: PE63914
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
TAMPA FL 33647
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7-23
KEY PERSONNEL PROFESSIONAL ENGINEERING LICENSES
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
KONUK, BURAK
Do not alter this document in any form.
13421 IOLA DR
LICENSE NUMBER: PE81581
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
TAMPA FL 33626
Always verify licenses online at MyFloridaLicense.com
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
ROBINSON, JOSHUA
Do not alter this document in any form.
18546 AVOCET DRIVE
LICENSE NUMBER: PE41176
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
LUTZ FL 33558
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7-24
KEY PERSONNEL PROFESSIONAL ENGINEERING LICENSES
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
DICKEY, MICHAEL SCOTT
Do not alter this document in any form.
17060 SHADY GROVE LANE
LICENSE NUMBER: PE60057
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
CAPE CORAL FL 33909
Always verify licenses online at MyFloridaLicense.com
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
HILDEBRAND, JOSHUA JAMES
Do not alter this document in any form.
3305 15TH AVENUE SW
LICENSE NUMBER: PE73952
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
NAPLES FL 34117
Always verify licenses online at MyFloridaLicense.com
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
SAUM, WILLIAM HURRICANE
Do not alter this document in any form.
1881 N EVALENA LN
LICENSE NUMBER: PE88659
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
NORTH FORT MYERS FL 33917
Always verify licenses online at MyFloridaLicense.com
7-25
KEY PERSONNEL PROFESSIONAL ENGINEERING LICENSES
Ron DeSantis, Governor
STATE OF FLORIDA
BOARD OF PROFESSIONAL ENGINEERS
THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE
PROVISIONS OF CHAPTER 471, FLORIDA STATUTES
RAIRDEN, IAN M.
Do not alter this document in any form.
1758 NW 88TH WAY
LICENSE NUMBER: PE69224
EXPIRATION DATE: FEBRUARY 28, 2023
This is your license. It is unlawful for anyone other than the licensee to use this document.
CORAL SPRINGS FL 33071
Always verify licenses online at MyFloridaLicense.com
Tierra South Florida, Inc. d/b/a TSFGeo
Professional Licenses
Raj Krishnasamy, PE FL PE 53567 Expires 2/28/2023 Tierra South Florida, Inc. CA 28073 No Expiration Date
Kumar Vedula, PE FL PE 54873 Expires 2/28/2023
Tierra South Florida, Inc. d/b/a TSFGeo
Professional Licenses
Raj Krishnasamy, PE FL PE 53567 Expires 2/28/2023 Tierra South Florida, Inc. CA 28073 No Expiration Date
Kumar Vedula, PE FL PE 54873 Expires 2/28/2023
7-26
FDOT PREQUALIFICATION LETTERS
Florida Department of Transportation
RON DESANTISGOVERNOR 605 Suwannee Street
Tallahassee, FL 32399-0450
KEVIN J. THIBAULT, P.E.SECRETARY
Safety, Mobility, Innovation
www.fdot.gov
July 26, 2021
Paul Foley, President
KISINGER CAMPO & ASSOCIATES, CORP.
201 North Franklin Street, Suite 400
Tampa, Florida 33602
Dear Mr.Foley:
The Florida Department of Transportation has reviewed your application for
prequalification package and determined that the data submitted is adequate to technically
prequalify your firm for the following types of work:
Group 2 -Project Development and Environmental (PD&E) Studies
Group 3 -Highway Design -Roadway
3.1 -Minor Highway Design
3.2 -Major Highway Design
3.3 -Controlled Access Highway Design
Group 4 -Highway Design -Bridges
4.1.1 -Miscellaneous Structures
4.1.2 -Minor Bridge Design
4.2.1 -Major Bridge Design -Concrete
4.2.2 -Major Bridge Design -Steel
4.3.1 -Complex Bridge Design -Concrete
4.3.2 -Complex Bridge Design -Steel
Group 5 -Bridge Inspection
5.1 -Conventional Bridge Inspection
5.2 -Movable Bridge Inspection
5.3 -Complex Bridge Inspection
5.4 -Bridge Load Rating
Group 6 -Traffic Engineering and Operations Studies
6.1 -Traffic Engineering Studies
6.2 -Traffic Signal Timing
6.3.1 -Intelligent Transportation Systems Analysis and Design
6.3.2 -Intelligent Transportation Systems Implementation
6.3.3 -Intelligent Transportation Traffic Engineering Systems Communications
Florida Department of Transportation
RON DESANTIS
GOVERNOR 605 Suwannee Street
Tallahassee, FL 32399-0450
KEVIN J. THIBAULT, P.E.
SECRETARY
Safety, Mobility, Innovation
www.fdot.gov
March 10, 2021
Gregory Diserio, Vice President
DAVID M. JONES, JR. AND ASSOCIATES, INC.
2221 McGregor Boulevard
Fort Myers, Florida 33901
Dear Mr. Diserio:
The Florida Department of Transportation has reviewed your application for
prequalification package and determined that the data submitted is adequate to technically
prequalify your firm for the following types of work:
Group 15 - Landscape Architect
Your firm is now technically prequalified with the Department for Professional Services in
the above referenced work types. Your firm may pursue projects in the referenced work types
with fees estimated at less than $500,000.00. This status shall be valid until January 15, 2022
for contracting purposes.
On the basis of self-certification materials submitted, the rates listed below represent the
costs the Department has accepted.
Approved Rates
Home/
Branch
Overhead
Premium
Overtime
Reimburse
Actual
Expenses
Home
Direct
Expense
167.23% Reimbursed No 3.10%
Per Title 23, U.S. Code 112, there are restrictions on sharing indirect cost rates. Refer to
Code for additional information.
Should you have any questions, please feel free to contact me by email at
carliayn.kell@dot.state.fl.us or by phone at 850-414-4597.
Sincerely,
Carliayn Kell
Professional Services
Qualification Administrator
CBHK/kw
Safety, Mobility, Innovation
www.fdot.gov
Group 7 -Traffic Operations Design
7.1 -Signing, Pavement Marking and Channelization
7.2 -Lighting
7.3 -Signalization
Group 10 -Construction Engineering Inspection
10.1 -Roadway Construction Engineering Inspection
10.3 -Construction Materials Inspection
10.4 -Minor Bridge & Miscellaneous Structures CEI
10.5.1 -Major Bridge CEI -Concrete
10.5.2 -Major Bridge CEI –Steel
Group 11 -Engineering Contract Administration and Management
Group 13 -Planning
13.5 -Subarea/Corridor Planning
13.7 -Transportation Statistics
Your firm is now technically prequalified with the Department for Professional Services in
the above referenced work types. The overhead audit has been accepted, and your firm may
pursue projects in the referenced work types with fees of any dollar amount. This status shall be
valid until June 30, 2022 for contracting purposes.
Approved Rates
Home/
Branch
Overhead
Field
Overhead
Facilities
Capital Cost
of Money
Premium
Overtime
Reimburse
Actual
Expenses
Home
Direct
Expense
Field
Direct
Expense
175.15%159.67%0.087%Excluded No 8.30%7.87%*
*Rent and utilities excluded from field office rate. These costs will be directly reimbursed on
contracts that require the consultant to provide field office.
Per Title 23, U.S. Code 112, there are restrictions on sharing indirect cost rates. Refer to
Code for additional information.
Should you have any questions, please feel free to contact me by email at
carliayn.kell@dot.state.fl.us or by phone at 850-414-4597.
Sincerely,
Carliayn Kell
Professional Services
Qualification Administrator
7-27
FDOT PREQUALIFICATION LETTERS
Florida Department of Transportation
RON DESANTIS
GOVERNOR 605 Suwannee Street
Tallahassee, FL 32399-0450
KEVIN J. THIBAULT, P.E.
SECRETARY
Safety, Mobility, Innovation
www.fdot.gov
July 1, 2021
Lonnie Howard, President
JOHNSON ENGINEERING, INC.
2122 Johnson Street
Fort Myers, Florida 33901
Dear Mr. Howard:
The Florida Department of Transportation has reviewed your application for
prequalification package and determined that the data submitted is adequate to technically
prequalify your firm for the following types of work:
Group 3 -Highway Design -Roadway
3.1 -Minor Highway Design
3.2 -Major Highway Design
Group 6 -Traffic Engineering and Operations Studies
6.1 -Traffic Engineering Studies
Group 7 -Traffic Operations Design
7.1 -Signing, Pavement Marking and Channelization
7.2 -Lighting
7.3 -Signalization
Group 8 -Survey and Mapping
8.1 -Control Surveying
8.2 -Design, Right of Way & Construction Surveying
8.4 -Right of Way Mapping
Group 10 -Construction Engineering Inspection
10.1 -Roadway Construction Engineering Inspection
10.4 -Minor Bridge & Miscellaneous Structures CEI
Group 13 -Planning
13.6 -Land Planning/Engineering
Group 15 -Landscape Architect
Florida Department of Transportation
RON DESANTIS
GOVERNOR 605 Suwannee Street
Tallahassee, FL 32399-0450
KEVIN J. THIBAULT, P.E.
SECRETARY
Safety, Mobility, Innovation
www.fdot.gov
June 25, 2021
Marcia Feldman, Vice President
KIMLEY-HORN AND ASSOCIATES, INC.
1920 Wekiva Way, Suite 200
West Palm Beach, Florida 33411
Dear Ms. Feldman:
The Florida Department of Transportation has reviewed your application for
prequalification package and determined that the data submitted is adequate to technically
prequalify your firm for the following types of work:
Group 2 - Project Development and Environmental (PD&E) Studies
Group 3 - Highway Design - Roadway
3.1 - Minor Highway Design
3.2 - Major Highway Design
3.3 - Controlled Access Highway Design
Group 4 - Highway Design - Bridges
4.1.1 - Miscellaneous Structures
4.1.2 - Minor Bridge Design
4.2.1 - Major Bridge Design - Concrete
4.2.2 - Major Bridge Design - Steel
Group 5 - Bridge Inspection
5.1 - Conventional Bridge Inspection
5.3 - Complex Bridge Inspection
5.4 - Bridge Load Rating
Group 6 - Traffic Engineering and Operations Studies
6.1 - Traffic Engineering Studies
6.2 - Traffic Signal Timing
6.3.1 - Intelligent Transportation Systems Analysis and Design
6.3.2 - Intelligent Transportation Systems Implementation
6.3.3 - Intelligent Transportation Traffic Engineering Systems Communications
6.3.4 - Intelligent Transportation Systems Software Development
Safety, Mobility, Innovation
www.fdot.gov
Your firm is now technically prequalified with the Department for Professional Services in
the above referenced work types. The overhead audit has been accepted, and your firm may
pursue projects in the referenced work types with fees of any dollar amount. This status shall be
valid until June 30, 2022,for contracting purposes.
Approved Rates
Home/
Branch
Overhead
Field
Overhead
Premium
Overtime
Reimburse
Actual
Expenses
Home
Direct
Expense
Field
Direct
Expense
184.03%135.39%Excluded No 7.16%15.64%*
*Rent and utilities excluded from field office rate. These costs will be directly reimbursed on
contracts that require the consultant to provide field office.
Per Title 23, U.S. Code 112, there are restrictions on sharing indirect cost rates. Refer to
Code for additional information.
Should you have any questions, please feel free to contact me by email at
carliayn.kell@dot.state.fl.us or by phone at 850-414-4597.
Sincerely,
Carliayn Kell
Professional Services
Qualification Administrator
Safety, Mobility, Innovation
www.fdot.gov
Group 7 - Traffic Operations Design
7.1 - Signing, Pavement Marking and Channelization
7.2 - Lighting
7.3 - Signalization
Group 10 - Construction Engineering Inspection
10.1 - Roadway Construction Engineering Inspection
10.3 - Construction Materials Inspection
Group 11 - Engineering Contract Administration and Management
Group 13 - Planning
13.3 - Policy Planning
13.4 - Systems Planning
13.5 - Subarea/Corridor Planning
13.6 - Land Planning/Engineering
13.7 - Transportation Statistics
Group 15 - Landscape Architect
Your firm is now technically prequalified with the Department for Professional Services in
the above referenced work types. The overhead audit has been accepted, and your firm may
pursue projects in the referenced work types with fees of any dollar amount. This status shall be
valid until June 30, 2022, for contracting purposes.
Approved Rates
Home/
Branch
Overhead
Field
Overhead
Facilities
Capital Cost
of Money
Premium
Overtime
Reimburse
Actual
Expenses
Home
Direct
Expense
Field
Direct
Expense
194.46% 173.61% 0.309% Reimbursed No 3.49% 2.45%*
*Rent and utilities excluded from field office rate. These costs will be directly reimbursed on
contracts that require the consultant to provide field office.
Per Title 23, U.S. Code 112, there are restrictions on sharing indirect cost rates. Refer to
Code for additional information.
Should you have any questions, please feel free to contact me by email at
carliayn.kell@dot.state.fl.us or by phone at 850-414-4597.
Sincerely,
Carliayn Kell
Professional Services
Qualification Administrator
CBHK/kw
7-28
FDOT PREQUALIFICATION LETTERS
7-29
Addendum #1
Date: 11/22/2021
From: Glenys Risueno, Procurement Strategist
To: Interested Bidders
Subject: 22-7944 Design Services for 16th Street NE Bridge
The following changes are made to the above-mentioned Collier County solicitation:
This Addendum is to release the document below:
• PDE Study (PDF File Name: 2016 09 15 431895-1 Type 2 CE FDOT Signed w
Appendices)
If you require additional information, please post a question on our Bid Sync (www.bidsync.com) bidding
platform under the solicitation for this project.
CC: Dennis McCoy, Project Manager
Please sign below and return a copy of this Addendum with your submittal for the above
referenced solicitation.
(Signature)
Date
(Name of Firm)
Email: Glenys.Risueno@colliercountyfl.gov
Telephone: (239) 252-6098
Kisinger Campo & Associates, Corp. (KCA)
Guillermo Madriz, PE, Vice President December 20, 2021
7-30
Addendum 2
Date: December 8, 2021
From: Glenys Risueno, Procurement Strategist
To: Interested Bidders
Subject: 22-7944 - Design Services for 16th Street NE Bridge
The following clarifications are issued as an addendum identifying the following clarification to the scope
of work, changes, deletions, or additions to the original solicitation document for the referenced
solicitation:
Change 1. Detailed Scope of Work:
Words struck through are deleted; Words underlined are added to the Solicitation document:
1.0 PURPOSE:
Minor work groups include:
• 8.3 Photogrammetric Mapping
For changes above, please see new Solicitation document.
If you require additional information, please post a question on our Bid Sync (www.bidsync.com) bidding
platform under the solicitation for this project.
Please sign below and return a copy of this Addendum with your submittal for the above
referenced solicitation.
(Signature)
Date
(Name of Firm)
Email: Glenys.Risueno@colliercountyfl.gov
Telephone: (239) 252-6098
Kisinger Campo & Associates, Corp. (KCA)
Guillermo Madriz, PE, Vice President December 20, 2021
7-31
Addendum 3
Date: December 9, 2021
From: Glenys Risueno, Procurement Strategist
To: Interested Bidders
Subject: 22-7944 - Design Services for 16th Street NE Bridge
The following changes are made to the above-mentioned Collier County solicitation:
Please see revised Solicitation document provided in Addendum #3.
If you require additional information, please post a question on our Bid Sync (www.bidsync.com) bidding
platform under the solicitation for this project.
Please sign below and return a copy of this Addendum with your submittal for the above
referenced solicitation.
(Signature)
Date
(Name of Firm)
Email: Glenys.Risueno@colliercountyfl.gov
Telephone: (239) 252-6098
Kisinger Campo & Associates, Corp. (KCA)
Guillermo Madriz, PE, Vice President December 20, 2021
7-32
Addendum 4
Date: December 9, 2021
From: Glenys Risueno, Procurement Strategist
To: Interested Bidders
Subject: 22-7944 - Design Services for 16th Street NE Bridge
The following changes are made to the above-mentioned Collier County solicitation:
This Addendum is to include the Cover for Addendum #3, which provided the revised solicitation
document.
See attachment: Addendum #3
If you require additional information, please post a question on our Bid Sync (www.bidsync.com) bidding
platform under the solicitation for this project.
Please sign below and return a copy of this Addendum with your submittal for the above
referenced solicitation.
(Signature)
Date
(Name of Firm)
Email: Glenys.Risueno@colliercountyfl.gov
Telephone: (239) 252-6098
Kisinger Campo & Associates, Corp. (KCA)
Guillermo Madriz, PE, Vice President December 20, 2021
7-33
Addendum #5
Date: 12/13/2021
From: Glenys Risueno, Procurement Strategist
To: Interested Bidders
Subject: 22-7944 Design Services for 16th Street NE Bridge
The following changes are made to the above-mentioned Collier County solicitation:
This Addendum is to release the document below:
Preliminary Engineering Report
If you require additional information, please post a question on our Bid Sync (www.bidsync.com) bidding
platform under the solicitation for this project.
CC: Dennis McCoy, Project Manager
Please sign below and return a copy of this Addendum with your submittal for the above
referenced solicitation.
(Signature)
Date
(Name of Firm)
Email: Glenys.Risueno@colliercountyfl.gov
Telephone: (239) 252-6098
Kisinger Campo & Associates, Corp. (KCA)
Guillermo Madriz, PE, Vice President December 20, 2021