Agenda 10/24/2023 Item #16B6 (RPS #22-8053 - Professional Design and Related Services for Vanderbilt Beach Road Extention Phase II)10/24/2023
EXECUTIVE SUMMARY
Recommendation to award Request for Professional Services (“RPS”) No. 22-8053, “Professional Design and
Related Services for Vanderbilt Beach Road Extension Phase II,” to Kimley-Horn and Associates, Inc., in the
amount of $1,784,269.20, and authorize the Chairman to sign the attached Agreement. (Project Number
60249)
OBJECTIVE: To obtain professional design and related engineering services for the Vanderbilt Beach Road
Extension Phase II (the “Project”).
CONSIDERATIONS: On April 17, 2006, the Board approved the Vanderbilt Beach Road Extension alignment
from Collier Boulevard to Desoto Boulevard. Phase I of the Vanderbilt Beach Road Extension project to improve
and extend the roadway from Collier Boulevard to 16th Street NE is currently under construction and expected to be
completed by fall of 2025.
In keeping with the Transportation Element of the Growth Management Plan, staff assembled a solicitation for
professional services to continue the extension of the roadway per the Board’s 2006 roadway alignment, which will
finalize the design and permitting of the segment from 16th St. NE to Everglades Boulevard.
On October 11, 2022, Procurement Services issued RPS No. 22-8053, “Design Services for Vanderbilt Beach Road
Extension Phase II,” and received two responsive and responsible proposals by the December 7, 2022, deadline.
On April 25, 2023 (Agenda Item 16.A.15), the Board authorized staff to negotiate an agreement with the top-ranked
firm, Kimley-Horn and Associates, Inc., (“KHA”) to perform professional engineering design and related services
for the Project. Staff commenced negotiations with KHA on June 8, 2023.
KHA’s initial fee proposal was $1,811,286.37. After reviewing the initial fee proposal, staff successfully negotiated
the final fee proposal to $1,784,269.20. Staff recommends that the Board approve the attached agreement with
KHA in the negotiated amount of $1,784,269.20 to provide the detailed scope of engineering services for the
project. The Board’s approval of this item will also be an acknowledgement of the cost reasonableness of the
contract amount based upon staff’s competitive negotiations as required by the Consultant’s Competitive
Negotiation Act, Section 287.055, Florida Statutes.
KHA has been in business since 1968 and has provided professional engineering services in Southwest Florida for
the past 55 years. KHA has completed planning, design, and post-design services on many roadway construction
projects throughout Florida. The following Florida projects undertaken by KHA are similar to the anticipated
design services associated with this project: Okeechobee Boulevard Widening, US 41 River Road Improvements,
Lakewood Ranch Boulevard Extension, and Naples Central Avenue Improvements.
This item is consistent with the Collier County strategic plan objective to design and maintain an effective
transportation system to reduce traffic congestion and improve the mobility of our residents and visitors.
FISCAL IMPACT: Funds in the amount of $1,784,269.20 are available in the Vanderbilt Beach Road (16th to
Everglades) Project (60249) within the Road Impact Fee Districts.
GROWTH MANAGEMENT IMPACT: This recommendation is consistent with the Long-Range Transportation
Plan and Objective 1 of the Transportation Element of the Collier County Growth Management Plan to maintain the
major roadway system at an acceptable Level of Service.
LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for
Board approval. -SRT
RECOMMENDATION: To award RPS Agreement No. 22-8053, “Professional Design and Related Services for
Vanderbilt Beach Road Extension Phase II,” to Kimley-Horn and Associates, Inc., in the amount of $1,784,269.20,
16.B.6
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10/24/2023
and authorize the Chairman to sign the attached Agreement. (Project Number 60249)
Prepared by: Bee Thao, P.E, Project Manager III (Licensed), Transportation Engineering Division.
ATTACHMENT(S)
1. [Linked]22-8053 VendorSigned_Kimley-HornandAssociatesInc (PDF)
2. 22-8053 COI_Kimley-Horn and Associates (PDF)
16.B.6
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10/24/2023
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.B.6
Doc ID: 26656
Item Summary: Recommendation to award Request for Professional Services (“RPS”) No. 22-8053,
“Professional Design and Related Services for Vanderbilt Beach Road Extension Phase II,” to Kimley -Horn and
Associates, Inc., in the amount of $1,784,269.20, and authorize the Chairman to sign the attached Agreement.
(Project Number 60249)
Meeting Date: 10/24/2023
Prepared by:
Title: – Transportation Engineering
Name: Bee Thao
10/06/2023 2:09 PM
Submitted by:
Title: Division Director - Transportation Eng – Transportation Engineering
Name: Jay Ahmad
10/06/2023 2:09 PM
Approved By:
Review:
Transportation Management Services Department Jeanne Marcella Transportation Management Services
Department Completed 10/12/2023 11:14 AM
Transportation Engineering Marlene Messam Additional Reviewer Completed 10/12/2023 12:02 PM
Transportation Engineering Jay Ahmad Additional Reviewer Completed 10/12/2023 12:35 PM
Growth Management Community Development Department Lisa Taylor Additional Reviewer Completed
10/12/2023 2:32 PM
Transportation Management Operations Support Tara Castillo Additional Reviewer Completed
10/12/2023 2:48 PM
Procurement Services Vanessa Miguel Level 1 Purchasing Gatekeeper Completed 10/12/2023 3:18 PM
Procurement Services Sue Zimmerman Additional Reviewer Completed 10/12/2023 4:39 PM
Road Maintenance Jeanne Marcella Additional Reviewer Skipped 10/13/2023 7:23 AM
Community & Human Services Lisa Oien Additional Reviewer Completed 10/13/2023 8:27 AM
Procurement Services Sarah Hamilton Procurement Director Review Completed 10/13/2023 9:08 AM
Transportation Management Services Department Trinity Scott Transportation Completed
10/16/2023 1:41 PM
County Attorney's Office Scott Teach Level 2 Attorney Review Completed 10/18/2023 1:40 PM
Office of Management and Budget Blanca Aquino Luque Level 3 OMB Gatekeeper Review Completed 10/18/2023 1:58 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 10/18/2023 2:03 PM
Office of Management and Budget Agnieszka Chudy Additional Reviewer Completed 10/18/2023 2:06 PM
County Manager's Office Ed Finn Level 4 County Manager Review Completed 10/18/2023 4:07 PM
Board of County Commissioners Geoffrey Willig Meeting Pending 10/24/2023 9:00 AM
16.B.6
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16.B.6.bPacket Pg. 934Attachment: 22-8053 COI_Kimley-Horn and Associates (26656 : Design Services - VBRX II)
PROFESSIONAL SERVICES AGREEMENT
Contract # 22-8053
for
Desian Services for Vanderbilt Beach Road Extension Phase II
THIS AGREEMENT is made and entered into this day of , 20 23 by and
between the Board of County Commissioners for Collier County, Florida, a political subdivision of the
State of Florida (hereinafter referred to as the "COUNTY") and
Kimle - Horn and Associates, Inc. authorized to
do business in the State of Florida, whose business address is
421 Fayetteville Street, Suite 6� Raleigh, NC 27601 (hereinafter
referred to as the "CONSULTANT" and/or "CONTRACTOR").
WITNESSETH:
WHEREAS, the COUNTY desires to obtain the professional services of the CONSULTANT
concerning Design Services for Vanderbilt Beach Road Extension Phase II
(hereinafter referred to as the "Project"), said services in
accordance with the provisions of Section 287.055, Florida Statutes being more fully described in
Schedule A, "Scope of Services", which is attached hereto and incorporated herein;
WHEREAS, the CONSULTANT has submitted a proposal for provision of those services; and;
WHEREAS, the CONSULTANT represents that it has expertise in the type of professional
services that will be required for the Project.
NOW, THEREFORE, in consideration of the mutual covenants and provisions contained
herein, the parties hereto agree as follows:
ARTICLE ONE
CONSULTANT'S RESPONSIBILITY
1.1. CONSULTANT shall provide to COUNTY professional services in all phases of the Project to
which this Agreement applies.
1.2. The Basic Services to be performed by CONSULTANT hereunder are set forth in the Scope of
Services described in detail in Schedule A. The total compensation to be paid CONSULTANT by the
COUNTY for all Basic Services is set forth in Article Five and Schedule B, "Basis of Compensation",
which is attached hereto and incorporated herein.
1.3. The CONSULTANT agrees to obtain and maintain throughout the period of this Agreement all
such licenses as are required to do business in the State of Florida and in Collier County, Florida,
including, but not limited to, all licenses required by the respective state boards and other
governmental agencies responsible for regulating and licensing the professional services to be
provided and performed by the CONSULTANT pursuant to this Agreement.
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1.4. The CONSULTANT agrees that, when the services to be provided hereunder relate to a
professional service which, under Florida Statutes, requires a license, certificate of authorization or
other form of legal entitlement to practice such services, it shall employ and/or retain only qualified
personnel to provide such services to the COUNTY.
1.5. CONSULTANT designates Richard Arico, P.E. a qualified licensed
professional to serve as the CONSULTANT's project coordinator (hereinafter referred to as the
"Project Coordinator"). The Project Coordinator is authorized and responsible to act on behalf of the
CONSULTANT with respect to directing, coordinating and administering all aspects of the services to
be provided and performed under this Agreement. Further, the Project Coordinator has full authority
to bind and obligate the CONSULTANT on all matters arising out of or relating to this Agreement. The
CONSULTANT agrees that the Project Coordinator shall devote whatever time is required to
satisfactorily manage the services to be provided and performed by the CONSULTANT hereunder.
The Project Coordinator shall not be removed by CONSULTANT from the Project without the
COUNTY's prior written approval, and if so removed must be immediately replaced with a person
acceptable to the COUNTY.
1.6. CONSULTANT agrees, within fourteen (14) calendar days of receipt of a written request from
the COUNTY to promptly remove and replace the Project Coordinator, or any other personnel
employed or retained by the CONSULTANT, or any subconsultants or subcontractors or any
personnel of any such subconsultants or subcontractors engaged by the CONSULTANT to provide
and perform services or work pursuant to the requirements of this Agreement, said request may be
made with or without cause. Any personnel so removed must be immediately replaced with a person
acceptable to the COUNTY.
1.7. The CONSULTANT represents to the COUNTY that it has expertise in the type of professional
services that will be performed pursuant to this Agreement and has extensive experience with projects
similar to the Project required hereunder. The CONSULTANT agrees that all services to be provided
by CONSULTANT pursuant to this Agreement shall be subject to the COUNTY's review and approval
and shall be in accordance with the generally accepted standards of professional practice in the State
of Florida, as well as in accordance with all applicable laws, statutes, including but not limited to
ordinances, codes, rules, regulations and requirements of any governmental agencies, and the Florida
Building Code where applicable, which regulate or have jurisdiction over the Services to be provided
and performed by CONSULTANT hereunder, the Local Government Prompt Payment Act (218.735
and 218.76 F.S.), as amended, and the Florida Public Records Law Chapter 119, including specifically
those contractual requirements at F.S. § 119.0701(2)(a)-(b) as stated as follows:
IT 1S THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO
THIS CONTRACT. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE
APPLICATION OF CHAPTER 119, FLORIDA STATUTES, IT SHOULD CONTACT THE
CUSTODIAN OF PUBLIC RECORDS AT:
Communications, Government and Public Affairs Division
3299 Tamiami Trail East, Suite 102
Naples, FL 34112-5746
Telephone: (239) 252-8999
Email: PublicRecordRe uest colliercount fl. ov
The Contractor must specifically comply with the Florida Public Records Law to:
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1. Keep and maintain public records required by the public agency to perform the service.
2. Upon request from the public agency's custodian of public records, provide the public
agency with a copy of the requested records or allow the records to be inspected or
copied within a reasonable time at a cost that does not exceed the cost provided in this
chapter or as otherwise provided by law.
3. Ensure that public records that are exempt or confidential and exempt from public
records disclosure requirements are not disclosed except as authorized by law for the
duration of the contract term and following completion of the contract if the Contractor
does not transfer the records to the public agency.
4. Upon completion of the contract, transfer, at no cost, to the public agency all public
records in possession of the Contractor or keep and maintain public records required
by the public agency to perform the service. If the Contractor transfers all public records
to the public agency upon completion of the contract, the Contractor shall destroy any
duplicate public records that are exempt or confidential and exempt from public records
disclosure requirements. If the Contractor keeps and maintains public records upon
completion of the contract, the Contractor shall meet all applicable requirements for
retaining public records. All records stored electronically must be provided to the public
agency, upon request from the public agency's custodian of public records, in a format
that is compatible with the information technology systems of the public agency.
If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify
the County in writing. Failure by the Contractor to comply with the laws referenced herein shall
constitute a breach of this Agreement and the County shall have the discretion to unilaterally terminate
this Agreement immediately.
1.8. In the event of any conflicts in these requirements, the CONSULTANT shall notify the COUNTY
of such conflict and utilize its best professional judgment to advise the COUNTY regarding resolution
of each such conflict. The COUNTYS approval of the design documents in no way relieves
CONSULTANT of its obligation to deliver complete and accurate documents necessary for successful
construction of the Project.
1.9. The COUNTY reserves the right to deduct portions of the (monthly) invoiced (task) amount for
the following: Tasks not completed within the expressed time frame, including required deliverables,
incomplete and/or deficient documents, failure to comply with local, state and/or federal requirements
and/or codes and ordinances applicable to CONSULTANT's performance of the work as related to
the project. This list is not deemed to be all-inclusive, and the COUNTY reserves the right to make
sole determination regarding deductions. After notification of deficiency, if the CONSULANT fails to
correct the deficiency within the specified timeframe, these funds would be forfeited by the
CONSULTANT. The COUNTY may also deduct or charge the CONSULTANT for services and/or
items necessary to correct the deficiencies directly related to the CONSULTANT's non-performance
whether or not the COUNTY obtained substitute performance.
1.10. CONSULTANT agrees not to divulge, furnish or make available to any third person, firm or
organization, without the COUNTY's prior written consent, or unless incident to the proper
performance of the CONSULTANT'S obligations hereunder, or in the course of judicial or legislative
proceedings where such information has been properly subpoenaed, any non-public information
concerning the services to be rendered by CONSULTANT hereunder, and CONSULTANT shall
require all of its employees, agents, subconsultants and subcontractors to comply with the provisions
of this paragraph. CONSULTANT shall provide the COUNTY prompt written notice of any such
subpoenas.
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1.11. As directed by the COUNTY, all plans and drawings referencing a specific geographic area
must be submitted in an AutoCAD DWG or MicroStation DGN format on a CD or DVD, drawn in the
Florida State Plane East (US Feet) Coordinate System (NAD 83/90). The drawings should either
reference specific established Survey Monumentation, such as Certified Section Corners (Half or
Quarter Sections are also acceptable), or when implemented, derived from the RTK (Real -Time
Kinematic) GPS Network as provided by the COUNTY. Information layers shall have common naming
conventions (i.e. right-of-way - ROW, centerlines - CL, edge -of -pavement - EOP, etc.), and adhere to
industry standard CAD specifications.
ARTICLE TWO
ADDITIONAL SERVICES OF CONSULTANT
2.1. If authorized in writing by the COUNTY through a Change Order or Amendment to this
Agreement, CONSULTANT shall furnish or obtain from others Additional Services of the types listed
in Article Two herein. The agreed upon scope, compensation and schedule for Additional Services
shall be set forth in the Change Order or Amendment authorizing those Additional Services. With
respect to the individuals with authority to authorize Additional Services under this Agreement, such
authority will be as established in the COUNTY's Procurement Ordinance and Procedures in effect at
the time such services are authorized. These services will be paid for by the COUNTY as indicated
in Article Five and Schedule B. Except in an emergency endangering life or property, any Additional
Services must be approved in writing via a Change Order or an Amendment to this Agreement prior
to starting such services. The COUNTY will not be responsible for the costs of Additional Services
commenced without such express prior written approval. Failure to obtain such prior written approval
for Additional Services will be deemed: (i) a waiver of any claim by CONSULTANT for such Additional
Services and (ii) an admission by CONSULTANT that such Work is not additional but rather a part of
the Basic Services required of CONSULTANT hereunder. If the COUNTY determines that a change
in the Agreement is required because of the action taken by CONSULTANT in response to an
emergency, an Amendment shall be issued to document the consequences of the changes or
variations, provided that CONSULTANT has delivered written notice to the COUNTY of the emergency
within forty-eight (48) hours from when CONSULTANT knew or should have known of its occurrence.
Failure to provide the forty-eight (48) hour written notice noted above, waives CONSULTANT's right
it otherwise may have had to seek an adjustment to its compensation or time of performance under
this Agreement. The following services, if not otherwise specified in Schedule A as part of Basic
Services, shall be Additional Services:
2.1.1 Preparation of applications and supporting documents (except those already to be
furnished under this Agreement) for private or governmental grants, loans, bond issues or advances
in connection with the Project.
2.1.2 Services resulting from significant changes in the general scope, extent or character of
the Project or its design including, but not limited to, changes in size, complexity, the COUNTY's
schedule or character of construction; and revising studies, reports, design documents or Contract
Documents previously accepted by the COUNTY when such revisions are required by changes in
laws, rules, regulations, ordinances, codes or orders enacted subsequent to and not reasonably
anticipated prior to the preparation of such studies, reports or documents, or are due to any other
causes beyond CONSULTANT's control and fault.
2,1.3 Providing renderings or models for the COUNTY's use,
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2.1.4 Investigations and studies involving detailed consideration of operations, maintenance
and overhead expenses; the preparation of feasibility studies, cash flow and economic evaluations,
rate schedules and appraisals; and evaluating processes available for licensing and assisting the
COUNTY in obtaining such process licensing.
2.1.5 Furnishing services of independent professional associates and consultants for other
than the Basic Services to be provided by CONSULTANT hereunder.
2.1.6 Services during travel outside of Collier and Lee Counties required of CONSULTANT
and directed by the COUNTY, other than visits to the Project site or the COUNTY's office.
2.1.7 Preparation of operating, maintenance and staffing manuals, except as otherwise
provided for herein.
2.1.8 Preparing to serve or serving as a CONSULTANT or witness for the COUNTY in any
litigation, or other legal or administrative proceeding, involving the Project (except for assistance in
consultations which are included as part of the Basic Services to be provided herein).
2.1.9 Additional services rendered by CONSULTANT in connection with the Project, not
otherwise provided for in this Agreement or not customarily furnished in Collier County as part of the
Basic Services in accordance with generally accepted professional practice.
ARTICLE THREE
THE COUNTY'S RESPONSIBILITIES
3.1. The COUNTY shall designate in writing a project manager to act as the COUNTY's
representative with respect to the services to be rendered under this Agreement (hereinafter referred
to as the "Project Manager"). The Project Manager shall have authority to transmit instructions,
receive information, interpret and define the COUNTY's policies and decisions with respect to
CONSULTANT's services for the Project. However, the Project Manager is not authorized to issue
any verbal or written orders or instructions to the CONSULTANT that would have the effect, or be
interpreted to have the effect, of modifying or changing in any way whatever:
a. The scope of services to be provided and performed by the CONSULTANT hereunder;
b. The time the CONSULTANT is obligated to commence and complete all such services; or
c. The amount of compensation the COUNTY is obligated or committed to pay the
CONSULTANT.
3.2. The Project Manager shall:
a. Review and make appropriate recommendations on all requests submitted by the
CONSULTANT for payment for services and work provided and performed in accordance
with this Agreement;
b. Provide all criteria and information requested by CONSULTANT as to the COUNTY 's
requirements for the Project, including design objectives and constraints, space, capacity
and performance requirements, flexibility and expandability, and any budgetary limitations;
c. Upon request from CONSULTANT, assist CONSULTANT by placing at CONSULTANT's
disposal all available information in the COUNTY's possession pertinent to the Project,
including existing drawings, specifications, shop drawings, product literature, previous
reports and any other data relative to the Project;
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d. Arrange for access to and make all provisions for CONSULTANT to enter the Project site
to perform the services to be provided by CONSULTANT under this Agreement; and
e. Provide notice to CONSULTANT of any deficiencies or defects discovered by the COUNTY
with respect to the services to be rendered by CONSULTANT hereunder.
ARTICLE FOUR
TIME
4.1. Services to be rendered by CONSULTANT shall be commenced subsequent to the execution
of this Agreement upon written Notice to Proceed from the COUNTY for all or any designated portion
of the Project and shall be performed and completed in accordance with the Project Milestone
Schedule attached hereto and made a part hereof as Schedule C. Time is of the essence with respect
to the performance of this Agreement.
4.2. Should CONSULTANT be obstructed or delayed in the prosecution or completion of its
services as a result of unforeseeable causes beyond the control of CONSULTANT, and not due to its
own fault or neglect, including but not restricted to acts of nature or of public enemy, acts of
government or of the COUNTY, fires, floods, epidemics, quarantine regulations, strikes or lock -outs,
then CONSULTANT shall notify the COUNTY in writing within five (5) working days after
commencement of such delay, stating the specific cause or causes thereof, or be deemed to have
waived any right which CONSULTANT may have had to request a time extension for that specific
delay.
4.3. No interruption, interference, inefficiency, suspension or delay in the commencement or
progress of CONSULTANT's services from any cause whatsoever, including those for which the
COUNTY may be responsible in whole or in part, shall relieve CONSULTANT of its duty to perform or
give rise to any right to damages or additional compensation from the COUNTY. CONSULTANT's
sole remedy against the COUNTY will be the right to seek an extension of time to its schedule
provided, however, the granting of any such time extension shall not be a condition precedent to the
aforementioned "No Damage For Delay" provision. This paragraph shall expressly apply to claims for
early completion, as well as claims based on late completion. Provided, however, if through no fault
or neglect of CONSULTANT, the services to be provided hereunder have been delayed for a total of
180 calendar days, CONSULTANT's compensation shall be equitably adjusted, with respect to those
services that have not yet been performed, to reflect the incremental increase in costs experienced
by CONSULTANT, if any, as a result of such delays.
4.4. Should the CONSULTANT fail to commence, provide, perform or complete any of the services
to be provided hereunder in a timely manner, in addition to any other rights or remedies available to
the COUNTY hereunder, the COUNTY at its sole discretion and option may withhold any and all
payments due and owing to the CONSULTANT until such time as the CONSULTANT resumes
performance of its obligations hereunder in such a manner so as to reasonably establish to the
COUNTY's satisfaction that the CONSULTANT's performance is or will shortly be back on schedule.
4.5. In no event shall any approval by the COUNTY authorizing CONSULTANT to continue
performing Work under this Agreement or any payment issued by the COUNTY to CONSULTANT be
deemed a waiver of any right or claim the COUNTY may have against CONSULTANT for delay or
any other damages hereunder.
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ARTICLE FIVE
COMPENSATION
5.1. Compensation and the manner of payment of such compensation by the COUNTY for services
rendered hereunder by CONSULTANT shall be as prescribed in Schedule B, entitled "Basis of
Compensation", which is attached hereto and made a part hereof. The Project Manager, or designee,
reserves the right to utilize any of the following Price Methodologies:
Lump Sum (Fixed Price): A firm fixed total price offering for a project; the risks are transferred
from the COUNTY to the CONSULTANT; and, as a business practice there are no hourly or material
invoices presented, rather, the CONSULTANT must perform to the satisfaction of the COUNTY's
Project Manager before payment for the fixed price contract is authorized.
Time and Materials: The COUNTY agrees to pay the contractor for the amount of labor time
spent by the CONSULTANT 's employees and subcontractors to perform the work (number of hours
times hourly rate), and for materials and equipment used in the project (cost of materials plus the
contractor's mark-up). This methodology is generally used in projects in which it is not possible to
accurately estimate the size of the project, or when it is expected that the project requirements would
most likely change. As a general business practice, these contracts include back-up documentation
of costs; invoices would include number of hours worked and billing rate by position (and not company
(or subcontractor) timekeeping or payroll records), material or equipment invoices, and other
reimbursable documentation for the project.
5.2. The hourly rates as set forth and identified in Schedule B, which is attached hereto, shall apply
only to tasks procured under the Time and Materials pricing methodology specified in paragraph 5.1
above. ❑ G4:, Ridledl • The hou"tes-a"e 4w� h aT d4dentified-in S edtrl
herein afe For nr rrpeseG__ef_ d�Ading estiw+ate(s), nn reg ;Fed_hy be-gfef4ef' ge1n1 y..
ARTICLE SIX
THE OWNERSHIP OF DOCUMENTS
6.1. Upon the completion or termination of this Agreement, as directed by the COUNTY,
CONSULTANT shall deliver to the COUNTY copies or originals of all records, documents, drawings,
notes, tracings, plans, MicroStation or AutoCAD files, specifications, maps, evaluations, reports and
other technical data, other than working papers, prepared or developed by or for CONSULTANT under
this Agreement ("Project Documents"). The COUNTY shall specify whether the originals or copies of
such Project Documents are to be delivered by CONSULTANT. CONSULTANT shall be solely
responsible for all costs associated with delivering to the COUNTY the Project Documents.
CONSULTANT, at its own expense, may retain copies of the Project Documents for its files and
internal use.
6.2. Notwithstanding anything in this Agreement to the contrary and without requiring the COUNTY
to pay any additional compensation, CONSULTANT hereby grants to the COUNTY a nonexclusive,
irrevocable license in all of the Project Documents for the COUNTY's use on this Project.
CONSULTANT warrants to the COUNTY that it has full right and authority to grant this license to the
COUNTY. Further, CONSULTANT consents to the COUNTY's use of the Project Documents to
complete the Project following CONSULTANT's termination for any reason or to perform additions to
or remodeling, replacement or renovations of the Project. CONSULTANT also acknowledges the
COUNTY may be making Project Documents available for review and information to various third
parties and hereby consents to such use by the COUNTY.
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ARTICLE SEVEN
MAINTENANCE OF RECORDS
7.1. CONSULTANT will keep adequate records and supporting documentation which concern or
reflect its services hereunder. The records and documentation will be retained by CONSULTANT for
a minimum of five (5) years from (a) the date of termination of this Agreement or (b) the date the
Project is completed, whichever is later, or such later date as may be required by law. The COUNTY,
or any duly authorized agents or representatives of the COUNTY, shall, free of charge, have the right
to audit, inspect and copy all such records and documentation as often as they deem necessary during
the period of this Agreement and during the five (5) year period noted above, or such later state as
may be required by law; provided, however, such activity shall be conducted only during normal
business hours.
ARTICLE EIGHT
INDEMNIFICATION
8.1. To the maximum extent permitted by Florida law, CONSULTANT shall indemnify and hold
harmless the 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 CONSULTANT or
anyone employed or utilized by the CONSULTANT in the performance of this Agreement. This
indemnification obligation shall not be construed to negate, abridge or reduce any other rights or
remedies which otherwise may be available to an indemnified party or person described in this
paragraph 8.1.
8.2. To the extent that the Agreement that the work pertains to a "Professional Services
Contract" as defined in Section 725.08(3), Florida Statutes, and the CONSULTANT is a "Design
Professional" as defined in Section 725.08(4), Florida Statutes, the indemnification provided herein
shall be limited as provided in Sections 725.08(1) & (2), Florida Statutes.
ARTICLE NINE
INSURANCE
9.1. CONSULTANT shall obtain and carry, at all times during its performance under the Contract
Documents, insurance of the types and in the amounts set forth in SCHEDULE D to this Agreement.
9.2. All insurance shall be from responsible companies duly authorized to do business in the State
of Florida.
9.3. All insurance policies required by this Agreement shall include the following provisions and
conditions by endorsement to the policies:
9.3.1. All insurance policies, other than the Business Automobile policy, Professional Liability
policy, and the Workers Compensation policy, provided by CONSULTANT to meet the
requirements of this Agreement shall name Collier County Board of County Commissioners,
OR, Board of County Commissioners in Collier County, OR, Collier County Government, as an
additional insured as to the operations of CONSULTANT under this Agreement and shall
contain a severability of interests' provisions.
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9.3.2. Companies issuing the insurance policy or policies shall have no recourse against the
COUNTY for payment of premiums or assessments for any deductibles which all are at the
sole responsibility and risk of CONSULTANT.
9.3.3. All insurance coverage of CONSULTANT shall be primary to any insurance or self-
insurance program carried by the COUNTY applicable to this Project, and the "Other
Insurance" provisions of any policies obtained by CONSULTANT shall not apply to any
insurance or self-insurance program carried by the COUNTY applicable to this Project.
9.3.4. The Certificates of Insurance must read: For any and all work performed on behalf
of Collier County, or reference this contract number.
9.3.5. All insurance policies shall be fully performable in Collier County, Florida, and shall be
construed in accordance with the laws of the State of Florida.
9.4. CONSULTANT, its subconsultants and the COUNTY shall waive all rights against each other
for damages covered by insurance to the extent insurance proceeds are paid and received by the
COUNTY, except such rights as they may have to the proceeds of such insurance held by any of
them.
9.5. All insurance companies from whom CONSULTANT obtains the insurance policies required
hereunder must meet the following minimum requirements:
9.5.1. The insurance company must be duly licensed and authorized by the Department of
Insurance of the State of Florida to transact the appropriate insurance business in the State of
Florida.
9.5.2. The insurance company must have a current A. M. Best financial rating of "Class VI" or
higher.
ARTICLE TEN
SERVICES BY CONSULTANT'S OWN STAFF
10.1. The services to be performed hereunder shall be performed by CONSULTANT's own staff,
unless otherwise authorized in writing by the COUNTY. The employment of, contract with, or use of
the services of any other person or firm by CONSULTANT, as independent consultant or otherwise,
shall be subject to the prior written approval of the COUNTY. No provision of this Agreement shall,
however, be construed as constituting an agreement between the COUNTY and any such other
person or firm. Nor shall anything in this Agreement be deemed to give any such party or any third
party any claim or right of action against the COUNTY beyond such as may then otherwise exist
without regard to this Agreement.
10.2. Attached as Schedule F is a listing of all key personnel CONSULTANT intends to assign to the
Project to perform the Services required hereunder. Such personnel shall be committed to this Project
in accordance with the percentages noted in Schedule F. All personnel, identified in Schedule F shall
not be removed or replaced without the COUNTY's prior written consent.
10.3, CONSULTANT is liable for all the acts or omissions of its subconsultants or subcontractors.
By appropriate written agreement, the CONSULTANT shall require each subconsultant or
subcontractor, to the extent of the Services to be performed by the subconsultant or subcontractor, to
be bound to the CONSULTANT by the terms of this Agreement, and to assume toward the
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PSA CCNA Single Project Agreement [2022_ver. k ]
CONSULTANT all the obligations and responsibilities which the CONSULTANT, by this Agreement,
assumes toward the COUNTY. Each subconsultant or subcontract agreement shall preserve and
protect the rights of the COUNTY under this Agreement with respect to the Services to be performed
by the subconsultant or subcontractor so that the sub consulting or subcontracting thereof will not
prejudice such rights. Where appropriate, the CONSULTANT shall require each subconsultant or
subcontractor to enter into similar agreements with its sub-subconsultants or sub -subcontractors.
10.4. CONSULTANT acknowledges and agrees that the COUNTY is a third -party beneficiary of each
contract entered into between CONSULTANT and each subconsultant or subcontractor, however
nothing in this Agreement shall be construed to create any contractual relationship between the
COUNTY and any subconsultant or subcontractor. Further, all such contracts shall provide that, at
the COUNTY's discretion, they are assignable to the COUNTY upon any termination of this
Agreement.
ARTICLE ELEVEN
WAIVER OF CLAIMS
11.1. CONSULTANT's acceptance of final payment shall constitute a full waiver of any and all claims,
except for insurance company subrogation claims, by it against the COUNTY arising out of this
Agreement or otherwise related to the Project, and except those previously made in writing in
accordance with the terms of this Agreement and identified by CONSULTANT as unsettled at the time
of the final payment. Neither the acceptance of CONSULTANT's services nor payment by the
COUNTY shall be deemed to be a waiver of any of the COUNTY's rights against CONSULTANT.
ARTICLE TWELVE
TERMINATION OR SUSPENSION
12.1. CONSULTANT shall be considered in material default of this Agreement and such default will
be considered cause for the COUNTY to terminate this Agreement, in whole or in part, as further set
forth in this section, for any of the following reasons: (a) CONSULTANT's failure to begin services
under the Agreement within the times specified under the Notice(s) to Proceed, or (b) CONSULTANT's
failure to properly and timely perform the services to be provided hereunder or as directed by the
COUNTY, or (c) the bankruptcy or insolvency or a general assignment for the benefit of creditors by
CONSULTANT or by any of CONSULTANT's principals, officers or directors, or (d) CONSULTANT's
failure to obey any laws, ordinances, regulations or other codes of conduct, or (e) CONSULTANT's
failure to perform or abide by the terms and conditions of this Agreement, or (f) for any other just
cause. The COUNTY may so terminate this Agreement, in whole or in part, by giving the
CONSULTANT seven (7) calendar days written notice of the material default.
12.2. if, after notice of termination of this Agreement as provided for in paragraph 12.1 above, it is
determined for any reason that CONSULTANT was not in default, or that its default was excusable,
or that the COUNTY otherwise was not entitled to the remedy against CONSULTANT provided for in
paragraph 12.1, then the notice of termination given pursuant to paragraph 12.1 shall be deemed to
be the notice of termination provided for in paragraph 12.3, below, and CONSULTANT's remedies
against the COUNTY shall be the same as and be limited to those afforded CONSULTANT under
paragraph 12.3, below.
12.3. The COUNTY shall have the right to terminate this Agreement, in whole or in part, without
cause upon seven (7) calendar days written notice to CONSULTANT. In the event of such termination
for convenience, CONSULTANT'S recovery against the COUNTY shall be limited to that portion of
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C,ttp
the fee earned through the date of termination, together with any retainage withheld and any costs
reasonably incurred by CONSULTANT that are directly attributable to the termination, but
CONSULTANT shall not be entitled to any other or further recovery against the COUNTY, including,
but not limited to, anticipated fees or profits on work not required to be performed. CONSULTANT
must mitigate all such costs to the greatest extent reasonably possible.
12.4. Upon termination and as directed by the COUNTY, the CONSULTANT shall deliver to the
COUNTY all original papers, records, documents, drawings, models, and other material set forth and
described in this Agreement, including those described in Article 6, that are in CONSULTANT's
possession or under its control.
12.5. The COUNTY shall have the power to suspend all or any portions of the services to be provided
by CONSULTANT hereunder upon giving CONSULTANT two (2) calendar days prior written notice of
such suspension, if all or any portion of the services to be rendered hereunder are so suspended, the
CONSULTANT's sole and exclusive remedy shall be to seek an extension of time to its schedule in
accordance with the procedures set forth in Article Four herein.
12.6. In the event (i) the COUNTY fails to make any undisputed payment to CONSULTANT within
forty-five (45) days after such payment is due or such other time as required by Florida's Prompt
Payment Act or (ii) the COUNTY otherwise persistently fails to fulfill some material obligation owed by
the COUNTY to CONSULTANT under this Agreement, and (ii) the COUNTY has failed to cure such
default within fourteen (14) days of receiving written notice of same from CONSULTANT, then
CONSULTANT may stop its performance under this Agreement until such default is cured, after giving
THE COUNTY a second fourteen (14) days written notice of CONSULTANT's intention to stop
performance under the Agreement. If the Services are so stopped for a period of one hundred and
twenty (120) consecutive days through no act or fault of the CONSULTANT or its subconsultant or
subcontractor or their agents or employees or any other persons performing portions of the Services
under contract with the CONSULTANT, the CONSULTANT may terminate this Agreement by giving
written notice to the COUNTY of CONSULTANT's intent to terminate this Agreement, if the COUNTY
does not cure its default within fourteen (14) days after receipt of CONSULTANT's written notice,
CONSULTANT may, upon fourteen (14) additional days' written notice to the COUNTY, terminate the
Agreement and recover from the COUNTY payment for Services performed through the termination
date, but in no event, shall CONSULTANT be entitled to payment for Services not performed or any
other damages from the COUNTY.
ARTICLE THIRTEEN
TRUTH IN NEGOTIATION REPRESENTATIONS
13.1. CONSULTANT warrants that CONSULTANT has not employed or retained any company or
person, other than a bona fide employee working solely for CONSULTANT, to solicit or secure this
Agreement and that CONSULTANT has not paid or agreed to pay any person, company, corporation,
individual or firm, other than a bona fide employee working solely for CONSULTANT, any fee,
commission, percentage, gift or any other consideration contingent upon or resulting from the award
or making of this Agreement.
13.2. In accordance with provisions of Section 287,055, (5)(a), Florida Statutes, the CONSULTANT
agrees to execute the required Truth -In -Negotiation Certificate, attached hereto and incorporated
herein as Schedule E, certifying that wage rates and other factual unit costs supporting the
compensation for CONSULTANT's services to be provided under this Agreement are accurate,
complete and current at the time of the Agreement. The CONSULTANT agrees that the original
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Agreement price and any additions thereto shall be adjusted to exclude any significant sums by which
the COUNTY determines the Agreement price was increased due to inaccurate, incomplete, or non-
current wage rates and other factual unit costs. All such adjustments shall be made within one (1)
year following the end of this Agreement.
ARTICLE FOURTEEN
CONFLICT OF INTEREST
14.1. CONSULTANT represents that it presently has no interest and shall acquire no interest, either
direct or indirect, which would conflict in any manner with the performance of services required
hereunder. CONSULTANT further represents that no persons having any such interest shall be
employed to perform those services.
ARTICLE FIFTEEN
MODIFICATION
15.1. No modification or change in this Agreement shall be valid or binding upon either party unless
in writing and executed by the party or parties intended to be bound by it.
ARTICLE SIXTEEN
NOTICES AND ADDRESS OF RECORD
16,1. All notices required or made pursuant to this Agreement to be given by the CONSULTANT to
the COUNTY shall be in writing and shall be delivered by hand, email, or by United States Postal
Service Department, first class mail service, postage prepaid, addressed to the following the
COUNTY's address of record:
Board of County Commissioners for Collier County, Florida
Division Name: Transportation Engineering Division
Division Director: Jay Ahmad P.E.
Address: 2885 Horseshoe Drive S
Naples, Florida 34104
Administrative AgentJPM: Bee Thao Pro'ect Manager III
Telephone: 239 252-5844
E-Mail(s): Bee.Thao colliercount fl. ov
16.2. All notices required or made pursuant to this Agreement to be given by the COUNTY to the
CONSULTANT shall be made in writing and shall be delivered by hand, email or by the United States
Postal Service Department, first class mail service, postage prepaid, addressed to the following
CONSULTANT's address of record:
Company Name: Kimle -Horn and Associates Inc.
Address: 1412 Jackson Street Suite 2
Fort Myers, FL 33901
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PSA_CCNA Single Project Agreement t2022 ver. I ]
C l�0
Attention Name & Title: Gary Nadeau Sr. VP 1 Richard Arico Pro'ect Manager
Telephone: 239 271-2650
E-Mail(s): Richard.Arica kimle-horn.com
16.3. Either party may change its address of record by written notice to the other party given in
accordance with requirements of this Article.
ARTICLE SEVENTEEN
MISCELLANEOUS
17.1. CONSULTANT, in representing the COUNTY, shall promote the best interests of the COUNTY
and assume towards the COUNTY a duty of the highest trust, confidence, and fair dealing.
17.2. No modification, waiver, suspension or termination of the Agreement or of any terms thereof
shall impair the rights or liabilities of either party.
17.3. This Agreement is not assignable, or otherwise transferable in whole or in part, by
CONSULTANT without the prior written consent of the COUNTY.
17.4. Waivers by either party of a breach of any provision of this Agreement shall not be deemed to
be a waiver of any other breach and shall not be construed to be a modification of the terms of this
Agreement.
17.5. The headings of the Articles, Schedules, Parts and Attachments as contained in this
Agreement are for the purpose of convenience only and shall not be deemed to expand, limit or
change the provisions in such Articles, Schedules, Parts and Attachments.
17.6. This Agreement, including the referenced Schedules and Attachments hereto, constitutes the
entire agreement between the parties hereto and shall supersede, replace and nullify any and all prior
agreements or understandings, written or oral, relating to the matter set forth herein, and any such
prior agreements or understanding shall have no force or effect whatever on this Agreement.
17.7. Unless otherwise expressly noted herein, all representations and covenants of the parties shall
survive the expiration or termination of this Agreement.
17.8. This Agreement may be simultaneously executed in several counterparts, each of which shall
be an original and all of which shall constitute but one and the same instrument.
17.9. The terms and conditions of the following Schedules attached hereto are by this reference
incorporated herein:
Schedule A SCOPE OF SERVICES
Schedule B BASIS OF COMPENSATION
Schedule C PROJECT MILESTONE SCHEDULE
Schedule D INSURANCE COVERAGE
Schedule E CCNA Projects; TRUTH IN NEGOTIATION CERTIFICATE
Schedule F KEY PERSONNEL
Schedule G Other: NIA
Solicitation # 22-8053 , including all Attachment(s), Exhibit(s) & Addendum
Consultant's Proposal
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PSA_CCNA Single Project Agreement [2022 ver.1 ]
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17.10. Grant Funded Pro'ects(only applicable to Grant funded ro'ects : In the event of any
conflict between or among the terms of any of the Contract Documents and/or the COUNTY's Board
approved Executive Summary, the terms of the Agreement shall take precedence over the terms of
all other Contract Documents, except the terms of any Supplemental Grant Conditions shall take
precedence over the Agreement. To the extent any conflict in the terms of the Contract Documents
cannot be resolved by application of the Supplemental Conditions, if any, or the Agreement, the
conflict shall be resolved by imposing the more strict or costly obligation under the Contract
Documents upon the CONSULTANT at the COUNTY's discretion.
ARTICLE EIGHTEEN
APPLICABLE LAW
18.1. This Agreement shall be governed by the laws, rules, and regulations of the State of Florida,
and by such laws, rules and regulations of the United States as made applicable to services funded
by the United States government. Any suit or action brought by either party to this Agreement against
the other party relating to or arising out of this Agreement must be brought in the appropriate federal
or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such
matters.
ARTICLE NINETEEN
SECURING AGREEMENTIPUBLIC ENTITY CRIMES
19.1. CONSULTANT warrants that CONSULTANT has not employed or retained any company or
person, other than a bona fide employee working solely for CONSULTANT, to solicit or secure this
Agreement and that CONSULTANT has not paid or agreed to pay any person, company, corporation,
individual or firm, other than a bona fide employee working solely for CONSULTANT, any fee,
commission, percentage, gift or any other consideration contingent upon or resulting from the award
or making of this Agreement. At the time this Agreement is executed, CONSULTANT shall sign and
deliver to the COUNTY the Truth -In -Negotiation Certificate identified in Article 13 and attached hereto
and made a part hereof as Schedule E. CONSULTANT's compensation shall be adjusted to exclude
any sums by which the COUNTY determines the compensation was increased due to inaccurate,
incomplete, or noncurrent wage rates and other factual unit costs.
19.2. By its execution of this Agreement, CONSULTANT acknowledges that it has been informed by
the COUNTY of and is in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes
which read as follows:
"A person or affiliate who has been placed on the convicted vendor list following
a conviction for a public entity crime may not submit a bid, proposal, or reply on
a contract to provide any goods or services to a public entity; may not submit a
bid, proposal, or reply on a contract with a public entity for the construction or
repair of a public building or public work; may not submit bids, proposals, or
replies on leases of real property to a public entity, may not be awarded or
perform work as a contractor, supplier, subcontractor, or consultant under a
contract with any public entity; and may not transact business with any public
entity in excess of the threshold amount provided in s. 287.017 for CATEGORY
TWO for a period of 36 months following the date of being placed on the
convicted vendor list."
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ARTICLE TWENTY
DISPUTE RESOLUTION
20.1. Prior to the initiation of any action or proceeding permitted by this Agreement to resolve
disputes between the parties, the parties shall make a good faith effort to resolve any such disputes
by negotiation. The negotiation shall be attended by representatives of CONSULTANT with full
decision -making authority and by the COUNTY's staff person who would make the presentation of
any settlement reached during negotiations to the COUNTY for approval. Failing resolution, and prior
to the commencement of depositions in any litigation between the parties arising out of this
Agreement, the parties shall attempt to resolve the dispute through Mediation before an agreed -upon
Circuit Court Mediator certified by the State of Florida. The mediation shall be attended by
representatives of CONSULTANT with full decision -making authority and by the COUNTY's staff
person who would make the presentation of any settlement reached at mediation to the COUNTY's
board for approval. Should either party fail to submit to mediation as required hereunder, the other
party may obtain a court order requiring mediation under section 44.102, Fla. Stat.
20.2. Any suit or action brought by either party to this Agreement against the other party relating to
or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier
County, Florida, which courts have sole and exclusive jurisdiction on all such matters.
ARTICLE TWENTY-ONE
IMMIGRATION LAW COMPLIANCE
21.1. By executing and entering into this agreement, the CONSULTANT is formally acknowledging
without exception or stipulation that it is fully responsible for complying with the provisions of the
Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations
relating thereto, as either may be amended, as well as the Florida state law requirements set forth
in Florida Statute, §448.095. as may be amended. Failure by the CONSULTANT to comply with
the laws referenced herein shall constitute a breach of this agreement and the COUNTY shall
have the discretion to unilaterally terminate this Agreement immediately.
[Signature page to follow this page]
******Remainder of page intentionally left blank******
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PSA_CCNA Single Project Agreement [2022_ver.I ]
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IN WITNESS WHEREOF, the parties hereto have executed this Professional Services
Agreement the day and year first written above.
ATTEST:
Crystal K. Kinzel, Clerk of the Circuit
Court and Comptroller
By:
Date:
Approved as to Form and Legality:
BOARD OF COUNTY COMMISSIONERS FOR
COLLIER COUNTY, FLORIDA
By:
Rick LoCastro
Chairman
County Attorney
Name
Consultant:
Consultant's Witnesses: Kimley- H 79nd Associates, Inc.
By:
nests L (�
.T�ri,n IA"r kt km0- QIUY
Name and Title Name a d Title
Witness
Md a Ma Vs j A ftgf
Name and Title
I'agc IG n!'3U �
l :SA CC\A Sitttilc KgicC( Acic me it 12021 vrr.l ,�/
SCHEDULE A
SCOPE OF SERVICES
following this page (pages _ through ,66
Page 17 of 30
PSA_CCNA Single Project Agreement [2022_ver. l }
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 11"
SCHEDULE A
SCOPE OF SERVICES
DETAILED SCOPE OF
t PURPOSE
September 14, 2023
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 related to the extension of Vanderbilt Beach Rd.
from 16th St. NE to Everglades Blvd, including a bridge over the Golden Gate Main Canal.
• Major work groups include:
o 3.2 Major Highway Design
Minor work groups include:
o 4.1,1 Miscellaneous Structures
o 4.1.2 Minor Bridge Design
o 6.1 Traffic Engineering Studies
o T I Signing, Pavement Marking and Channelization
o 7.3 Signaiization
o 8.1 Control Surveying
o 8.2 Design, Right of Way Construction Surveying
o 8.4 Right of Way Mapping
o 9.1 Soil Exploration
o 9.2 Geotechnical Classification Lab Testing
o 9.4 Foundation Studies
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 standards, and COUNTY policy, procedures, and requirements. Elements of work shall include roadways,
structures, intersections improvements, geotechnical investigation, surveys, drainage, signing and pavement
markings, signalization, lighting, utility adjustment sheets, right-of-way maps and legal descriptions, maintenance
of traffic, cost estimates, environmental permits, quantity computations, public mectings, and all necessary
incidental items as listed and estimated in this scope of work. 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 system 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 Design Manual (FDM), 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.
Scope of Services
Page t of 66
Project Humber: 60249
C AO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
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 and management services. Under a separate contract, the
County may provide Independent Peer Review services for all technical work associated with the development and
preparation of contract documents, including Construction documents. The CONSULTANT shall fully comply
with the Independent Peer Review process and respond to comments in an efficient manner. The COUNTY's staff
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 marking design be reviewed and
approved by Collier County Traffic Operations at each phase of the project.
2 PROJECT DESCRIPTION
In 2006, under contract #04-3684, the County completed the "Vanderbilt Beach Road Extension Corridor Study."
In 2007, under contract #06-4000, the County started the concurrent designs for two phases of the Vanderbilt Beach
Road Extension from Collier Boulevard to Wilson Boulevard and from Wilson Boulevard to Desoto Boulevard.
Phase I was a 6-lane design and Phase II a four- lane design expandable to a future 6-lane. Each segment was
completed to 60%, then shelved in 2008 when the economy took a downturn.
In 2017, the design was restarted, however, the project limits were changed by the Board, The new Phase I includes
7 miles of improvements for 6-lanes from Collier Boulevard to Wilson Boulevard, transitioning to 4-lane design
from west of Wilson Boulevard to 2-lanes from east of Wilson Boulevard to 16th Street NE.
According to the February 20, 2019, Phase I Traffic Technical Memorandum, the 2040 lane requirement of
Vanderbilt Beach Road Extension from 16th StreetNE to Everglades Boulevard is a 4-Lane Section. It is therefore
this scope of services' intent to design these improvements as a two-lane roadway within the ultimate 6-lane
footprint. However, the February 20, 2019, Traffic Technical Memorandum will need to be updated to confirm
the required lane requirements. In, addition, the improvements will include a bridge over the Golden Gate Main
Canal and a completely new signalized intersection at Everglades Blvd. Everglades Boulevard will be widened to 4-
lanes within the area of influence of the new intersection and taper back to the existing lane configuration. The new bridge
structure will provide four -feet of clearance above the design high water of the canal for drift clearance and a wildlife shelf
will be provided. 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, as well as the
completed construction documents for Vanderbilt Beach Road Project from Collier Boulevard to l6th StreetNE.
The CONSULTANT shall use all approved studies for the Greater Golden Gate Estate roadway network and the 60%
Scope of Services
Page 2 of 66
Project Number: 60249
CNN
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
design plans and documentation for the Vanderbilt Beach Road Extension completed by Wilson Miller in 2008, as
a basis for the design evaluation unless otherwise directed by the COUNTY.
2.1 Project General and Roadway (Activities 3, 4, and S)
Public Involvement: The CONSULTANT shall prepare for and attend up to three (3) public meetings as
directed by the COUNTY. See Section 3.1 for details.
Other Agency Presentations/Meetings: The CONSULTANT shall prepare for and attend agency meetings as
directed by the COUNTY. See Section 3.1 for details.
Joint Project Agreements: N/A
Value Engineering: Value Engincering/Independent Peer Review services may be conducted by an
independent consultant for this project. Please see section 3.5 for details.
Specification Package Preparation; The most current FDOT Standard Specifications for Road and Bridge
Construction shall be used for this project.
Plan Type: Plan/Profile. — 1" = 50' full plan views, I" = 50' Horiz. 1" = 5' Veit. full profile views. The
CONSULTANT shall provide all plans and details necessary for the construction of the project described
herein.
Typical Section:
Design will reflect the findings of the Traffic Modeling and Evaluation as well as Project Construction
Phasing. Suggested locations are the following:
• Vanderbilt Beach Rd.
• Vanderbilt Beach Rd., Bridge at Golden Gate Main Canal.
• Everglades Blvd., at Vanderbilt Beach Rd. (north and south)
• Shared Use Path
CONSULTANT shall develop a typical section package showing the required roadway configuration in
accordance with the governing design manuals and standards. The typical Section Package must be approved
by the County before incorporating these elements into the 60% or final design. Bike lanes and keyholes shall
be provided. Includes a 12' wide asphalt multi -use path on the northside of Vanderbilt Beach Rd. from 16th
Street NE to Everglades Blvd. In addition, the CONSULTANT shall investigate the need for fencing along the
Vanderbilt Beach Road alignment for safety and wildlife protection. In addition, the CONSULTANT will
provide police pull-outs every'/z mile.
Paverent Designs:
• Vanderbilt Beach Rd.
• Everglades Blvd. (Use Wilson Boulevard Design from VBR Phase I)
• Everglades Blvd. Shoulder (Use Wilson Boulevard Design from VBR Phase I)
• Shared Use Path (Use Design from VBR Phase I)
Pavement Type Selection Report: N/A
Cross -Slope Correction: The CONSULTANT shall evaluate any necessary modifications to cross slopes of
existing pavement to be retained as part of this project.
Access Management Classification; The CONSULTANT shall determine the proper access classification and
Scope of Services
Page 3 of 66
Project Number: 60249
C'No
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
standard to be applied to the project and coordinate with the COUNTY's Project Manager for review and
approval.
Transit Route Features: No coordination with Collier County Public Transit and Neighborhood Enhancements
required, per Transportation Engineering Division Director
Major Intersections along Vanderbilt Beach Road:
• Vanderbilt Beach Rd, at l6th Street NE,
• Vanderbilt Beach Rd, at Everglades Blvd.
Roadway Alternative Analysis: The CONSULTANT shall evaluate all concept layouts, executive summary
report, and technical report provided in all supplied Reference Exhibits and make recommendations for any
necessary modifications and/or improvements to the concepts prior to proceeding with 30% plans,
Level of Temporary Traffic Control Plan (TTCP): The CONSULTANT shall evaluate and provide to the
COUNTY for review concept level TCP plans sufficient to assure constructability. The CONSULTANT shall
provide preliminary TCP plans beginning with the 60% submittal. Preliminary Plans should define suitable
geometry and information to adequately convey the approved TCP concept, It is anticipated that the project
will generally require Level I Plans, as defined by FDOT FDM. Additional Plan details needed at the
intersections of 16'1' Street NE and at Everglades Boulevard.
Temporary Lighting: NIA
Temporary Signals: NIA
Temporary Drainage: The CONSULTANT is responsible for any temporary drainage designs necessary for the
project (whenfif required).
Design Variations/Exceptions: NIA
Back of Sidewalk Profiles: As needed for design analysis. Not required as part of Plan submittals.
Selective Clearing and Grubbing: -NIA
2.2 Drainage (Activities 6a and 6b)
Drainage System Type: The stormwater system will be designed to meet the permitting requirements of all
permitting agencies. Stormwater system design will consider best management practices. The
design/coordination of all water quality and quantity treatment requirements is part of this Scope of Services.
The improvements may require the newly built storm drainage system and ponds along the first phase of
Vanderbilt Beach Rd. extension to be reconfigured and reconstructed in the areas where the roadway geometry
will be modified. The additional impervious area will require additional treatment and attenuation. Expected
systems include open, closed, ditches, and ponds. The proposed improvements will encroach into the FEMA
floodplain. Any floodplain impacts will be compensated by excavation within the proposed right of way,
floodplain compensation ponds or floodplain modeling to show no rise in stage. The design/coordination of
any off -site ponds and/or shared -use ponds is part of this Scope of Services. CONSULTANT will prepare a
Stormwater Management Report prior to 60% design to present the proposed drainage design strategy to the
COUNTY including the County Maintenance Department. The intent is to obtain approval and support for the
drainage concept prior to detailed design of the system at 60%. The intent is for drainage design to utilize as
Scope of Services
Page 4 of 66
Project Number: 60249
�L,No
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
much of 2008 design as feasible,
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 will identify and accurately depict all existing utilities (public and private) within the
project limits. The CONSULTANT'S coordination with each Utility Agency Owner (UAO) will identify the
need for relocations, modifications and/or leave in place. Design, relocation, and modification of Collier
County Water and Sewer District (CCWSD) facilities are considered an additional service to this scope of
services, if required. Other UAOs facilities requiring design, modification, or relocation is not included in this
Scope of Services and will require the CONSULTANT to contract separately with an individual UAO requiring
these services, if necessary.
The CONSULTANT shall ensure FDOT 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
knowledge, skills, and expertise needed to successfully provide the utility coordination activities required of
the project.
The Utility Coordination Manager shall be responsible for managing all utility coordination, including the
following:
• Assuring that Utility Coordination and accommodation is in accordance with the COUNTY, 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 distributing of minutes/action
items of all utility meetings, and ensuring expedient foilow-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's 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 bettennent 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 the 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.
Potential Utilities:
Page 5 of 66
Scope of Services Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
• FP&L
• Comcast
• Summit Broadband (Hotwire)
• Century Link
• City of Naples Water & Sewer
• Crown Castle
• TECO Peoples Gas
Additionally, the designer shall identify Collier County -awned facilities, such as CCWSD. Design, relocation,
or modification to these existing facilities would be considered an additional service, if required.
2.4 Environmental Permits and Environmental Clearances (Activity 8)
The CONSULTANT is responsible for 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 project deliverables shall not be considered complete until a permit is issued by the regulatory
agencies.
Expected Permits shall include but not be limited to:
• South Florida Water Management District (SFWMD) Environmental Resources Permits.
• A Right of Way Occupancy Permit from the Big Cypress Basin (BCB)
• Florida Department of Environmental Protection (FDEP).
• Florida Fish and Wildlife Conservation Commission (FWC).
• United States Fish and Wildlife Service (USFWS)
A variance for the South Florida Water Management District (SFWMD) vertical bridge clearance criteria for
the Golden Gate Main Canal structure crossing will be considered and pursued only if there is economic
justification.
The COUNTY shall pay for all required permits and will direct the use of mitigation banks as required,
2.5 Structures (Activities 9 --18)
Bridge: The CONSULTANT shall provide all design services and deliver construction documents for a bridge
over the Golden Gate Main Canal.
• BDR (Activity 10) —NIA. CONSULTANT shall follow recommended bridge type from the BDR completed
as pail of the 2008 Wilson Miller project.
• Temporary Bridge (Activity 11) NIA
• Short Span Concrete (Activity 12)
• Medium Span Concrete (Activity 13) NIA
• Structural Steel (Activity 1 4) — NIA
• Segmental Concrete (Activity 15) NIA
• Movable Span (Activity 16) — NIA
Retaining Walls: NIA
Noise Walls: Walls to mitigate sound are not pant of this scope of services and will be considered an additional
service if requested by the COUNTY.
Miscellaneous Structures: The CONSULTANT shall provide all design services and deliver construction
Page 6 of 66
Scope of Services
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase H"
documents for the following miscellaneous structures required for the project:
• Proposed Mast Arms
• Existing Mast Arms
2.6 Signing and Pavement Markings (Activities 19 & 20)
The CONSULTANT shall provide ail design services and deliver construction documents for all signing and
pavement markings required for the project in accordance with the MUTCD. However, design should also
reflect Collier County Traffic Operations latest TRAFFIC TECHNICAL SPECIAL PROVISIONS AND
SUPPLEMENTAL TERMS AND CONDITIONS. With approval from Collier County Traffic Operations,
Signing and Pavement Markings for the concrete surfaces on Golden Gate Main Canal Bridge will be
Shadow/Black contrast markings. Improvements will also include modifications to 16th Street NE intersection
(Existing) and Everglades Blvd (new) intersection. Additionally, all signposts should be specified as 2.5" x
2.5" galvanized metal square tubular signposts. No cantilever sign structures are anticipated.
2.7 Signalization (Activities 21 & 22)
The CONSULTANT shall provide all design services and deliver construction documents for all signatization
required for the project. Design should comply with FDOT Standards and with Collier County Traffic
Operations latest TRAFFIC TECHNICAL SPECIAL PROVISIONS AND SUPPLEMENTAL TERMS AND
CONDITIONS.
Signalized Intersections: 16th Street NE (existing) and Everglades Blvd (new).
The Consultant shall review the signal at 16th St NE that will be constructed during VBR Ext Phase I for
consistency with the new design for Phase II and review signal timings. The CONSULTANT is responsible to
verify ALL possible modifications needed and/or signal equipment.
Everglades Boulevard signal will be designed based on widening Everglades to 4-lanes. Mast arms will be
proposed.
Traffic Studies: The CONSULTANT will review existing traffic data from the Vanderbilt Beach Road Corridor
Congestion Study and the D-I Regional Planning Traffic Model to carry out traffic analysis for this Project.
The CONSULTANT shall update the February 20, 2019, Phase I Traffic Technical Memorandum to confirm
the required 2045 lane requirements.
Traffic Counts: No traffic counts are required. Existing traffic data from the Vanderbilt Beach Road Corridor
Congestion Study, Phase I Traffic Technical Memorandum, and the D-1 Regional Planning Traffic Model is
deemed sufficient by the COUNTY to provide queue length analysis and updating of the Phase I Traffic
Technical Memorandum.
Count Stations: It is anticipated that one (1) sensor (Houston Radar Speed Lane Pro and all required
accessories) will be installed between VBR & 16th ST NE and VBR & Everglades Blvd in its own strain pole
to cover both directions, The proposed count station will be connected to FPL power and fiber.
Fiber Optic Infrastructure: Installation of new fiber and conduit from VBR & 16th St NE to VBR & Everglades
Blvd is included in the project. A spare fiber conduit will also be provided along the same route.
Scope of Services
Page 7 of 66
Project Num ber: 60249
CAn
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 11"
2.8 Lighting (Activities 23 & 24)
The CONSULTANT shall provide design services only for intersection lighting at Everglades Blvd. Corridor
lighting and intersection lighting at 16s' Street NE is not included. CONSULTANT shall ensure the lighting
design reflects Collier County Traffic Operations latest ROADWAY LIGHTING TECHNICAL SPECIAL
PROVISIONS.
2.9 Landscape (Activities 25 & 26) - NIA
Planting Plans: NIA Irrigation Plans: NIA Hardscape Plans: NIA Outdoor Advertising: NIA
2.10 Survey (Activity 27)
Design Survey: At the direction of the COUNTY, the record Design Survey provided by the COUNTY and
utilized for the 2008 60% Design Plans shall be used for the basis of design. CONSULTANT will supplement
and update the previously obtained survey data as needed. 12 survey crew days have been reserved to address
deficiencies and to provide updates to topographic features.
Vanderbilt Beach Road: Survey limits of the record design survey will be utilized.
16th Street NE: The CONSULTANT will use the survey data 1 as-builts information collected by the
COUNTY for the 16th ST NE project and the VBR Phase I project.
Everglades Blvd.: Six hundred and fifty (650) feet, north and south from the intersection with Vanderbilt
Beach Road,
Golden Gate Main Canal: Survey limits of the record design survey will be utilized.
Lateral extent of the survey shall include limits of the record design survey provided by the COUNTY. Survey
of up to two (2) existing stormwater management ponds shall include the extents of the entire County property.
All work shall be certified by a professionally registered surveyor in the State of Florida.
Subsurface Utility Exploration: (Optional Service). 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.) in areas that work will be performed. Proposed
SUE locations must be approved by the COUNTY prior to authorization of this task.
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.
Vegetation Survey: NIA. The limits of trees will be located by dripline/eanopy line instead of by individual trees
within the construction limits.
Bathymetric Sruvey: As required.
2.11 Photogrammetry (Activity 28) — NIA
2.12Mapping (Activity 29)
Project Control Sheet(s): The CONSULTANT shall provide a Project Control Sheet(s) for the project limits.
Page 8 of 66
Scope of Services Project Number: 60249
CNO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 11"
Right of Way Control Survey: The CONSULTANT shall prepare a Right of Way Control Survey for the project
limits.
Right of Way Map: The CONSULTANT is responsible for all Right of Way Maps and Sketches for right-of-
way acquisitions necessary for the project. Obtaining any Title Searches and subsequent updates that may be
required is the responsibility of the COUNTY.
Legal Descriptions; The CONSULTANT is responsible forall Legal Descriptions and Technical Memorandums
for right-of-way acquisitions necessary for the project. Obtaining any Title Searches and subsequent updates
that may be required is the responsibility of the COUNTY.
Miscellaneous Items: NIA
2.13 Terrestrial Mobile LiDAR (Activity 30) — NIA
2.14 Architecture (Activity 31) -NIA
2.15Noise Barriers (Activity 32)—N/A
2.16Intel] igent Transportation Systems (Activities 33 & 34)
ITS Analysis and Plans are included in Section 2 L Signalization Analysis and Section 22. Signalization Plans,
respectively. The CONSULTANT shall be responsible for all ITS design and engineering services relating to the
Project. The CONSULTANT shall detail existing ITS equipment and report which devices will be removed,
replaced, or impacted by project work as needed. The design of the new system shall integrate with the existing
devices. The design shall include the necessary infrastructure and components to ensure proper connection of
the new ITS components. This shall include but not be limited to all proposed ITS components of this project
as well as existing sub -systems that remain or are re -deployed as part of the project, CONSULTANT shall
include in the design any required upgrade to existing ITS equipment to meet the latest COUNTY standards,
NEC requirements or as directed by the COUNTY project manager and to make the subsystems fully operations
from the TMC facility.
The ITS shall operate from the Collier County TMC located at 2885 South Horseshoe Drive, Naples, Florida
using the Software Package identified by Traffic Operations}.
2.17Geotechnicai (Activity 35)
The CONSULTANT is responsible for Geotechnical services associated with this project. Perform subsurface
investigation, prepare geotechnical report for the proposed improvements. Soil borings are anticipated for
roadway construction areas, bridge foundations, ponds, mast arms, etc.
A subsoil investigation plan shall be submitted to COUNTY for approval before the site investigation. Muck
and cap rock conditions are typical to Southwest Florida. Not encountering muck and cap rock is outside the
norin in Collier County. The presence of both must be identified and quantified in the soils report for the project
when encountered by Geotechnical investigation. Where cap rock is expected to be encountered in the
installation of stormwater pipe and other structures, the horizontal and vertical extents of the "Rock Trench
Excavation" shall be estimated based on the Geotechnical Investigation. Where muck and/or organic soils are
expected to be encountered in the installation of the roadway or stormwater system excavation and subgrade
preparation, the horizontal and vertical extents of the "muck removal' shall be estimated based on the
Scope of Services
Page 9 of 66
Project Number: 60249
EAU
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 11"
Geotechnical Investigation.
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.
The CONSULTANT shall perform specialized field-testing including but not limited to:
• Roadway auger borings every 100 feet to a depth of 5 feet
• Corrosion series testing at one sample per strata per 1500 feet of alignment
• Storm sewer system Split Spoon Test (SPT) borings to a depth of 10 feet every 500 feet
• SPT borings for each new signal and/or mast arm to a depth of 25 feet
• Two corrosion series tests at each intersection location
• Two SPT borings per acre of pond to a depth of 20 feet at each wet detention pond location. Where a
permanent pool of standing water is observed during the field work, including areas of soft soil, and
wetland plant species, the Consultant shall perform additional testing to identify the limits of unsuitable
materials.
• Two borehole permeability tests at each wet detention pond location
• Piezometer installations at 1 per pond for SHGWL determinations
• Perform one Standard Penetration Test (SPT) borings at one of the center bridge bents and use previous
test borings for the bridge end bents as provided by Collier County.
• Corrosion series testing to support bridge design
• Muck Probing as needed along the roadway limits and within pond areas.
2.183D Modeling (Activity 36)--N/A
2.19 Project Schedule
The anticipated design schedule for the project is 480 calendar days from the date of Notice to Proceed (NTP).
Within ten (10) days after the Notice-To-Procced, and prior to the CONSULTANT beginning work, the
CONSULTANT shall provide the COUNTY a detailed project activity/event schedule in Microsoft Project for
the COUNTY and the CONSULTANT to meet the completion date for design, For the purpose of scheduling,
the CONSULTANT shall allow for a 21 calendar days review time for each phase submittal and any other
submittals as appropriate.
The schedule shall indicate, at a minimum, submission dates for 30% plans, 60% plans, 90% plans and 100%
(Final) plan. Post Design services are included as pail of this scope of services, and it is estimated to be 725
calendar days. Notice to Stop/Start Work will be utilized to stop the Design Services and initiate the Post
Design Services.
All fees and price proposals are to be based on a contract schedule of 1205 calendar days for final construction
contract documents and post design services.
All fees and price proposals are to be based on the negotiated schedule for final construction contract
documents. Periodically, throughout the life of the contract, the project schedule and payout reports shall be
reviewed as requested by the COUNTY 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 and payout reports, shall be submitted with the monthly progress report and invoice.
The schedule shall be submitted in Microsoft Project format.
Scope of Services
Page 10 of 66
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
2.20Submittals
The CONSULTANT shall furnish construction contract documents as required by the COUNTY to adequately
control, coordinate, and approve the work concepts. To expedite the design reviews, the COUNTY prefers to
use the Bluebeam Revu 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 CONSULTANT shall furnish one draft and one final copy of each report including cost estimates in size
8.5" x l l". The final reports shall be signed and sealed by the Engineer of Record, a licensed Professional
Engineer in the State of Florida. Each engineering plan sheet shall be size l 1" x 17".
In addition to the delivery of the files produced during project development, the COUNTY requires the inclusion
of Engineering Data files (prepared by or for the CONSULTANT) for critical geometries in the design. These
can include the alignments, profiles, roadway templates, cross sections, terrain surfaces, etcetera necessary to
create the corridor model(s). Critical roadway geometric items, such as the centerlines and profiles of the
proposed mainline, side strects, 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 in MicroStation/Geopak software format, as appropriate,
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:
• Title 29, Part 1910, Standard 1910.1001, Code of Federal Regulations (29 C.F.R. 1910.1001)
29 C.F.R. 1926.1101 - Asbestos Standard for Construction, OSHA
• 40 C.F.R. 61, Subpart M - National Emission Standard for Hazardous Air Pollutants (NESHAP),
Environmental Protection Agency (EPA)
• 40 C.F.R, 763, Subpart E - Asbestos -Containing Materials in Schools, EPA
• 40 C.F.R. 763, Subpart G - Asbestos Worker Protection, EPA
• Americans with Disabilities Act (ADA) Standards for Accessible Design
• AASHTO - A Policy on Design Standards interstate System
• AASHTO - Roadside Design Guide
• AASHTO - Roadway Lighting Design Guide
• AASHTO - A Policy for Geometric Design of Highways and Streets
• AASHTO - Highway Safety Manual
• Rule Chapter 5J-17, Florida Administrative Code (F.A.C.)
• Chapter 469, Florida Statutes (F.S.) - Asbestos Abatement
• Rule Chapter 62-257, F,A.C., Asbestos Program
• Rule Chapter 62-302, F.A.C., Surface Water Quality Standards
• Code of Federal Regulations (C.F.R.)
• Florida Administrative Codes (F.A.C.)
• Chapters 20, 120, 215, 455, Florida Statutes (F.S.)
• Florida Department of Environmental Protection Rules
• FDOT Basis of Estimates Manual
• FDOT Computer Aided Design and Drafting (CADD) Manual
Scope of Services
Page 11 of 66
Project Number; 60249
CAA
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
• FDOT Standard Plans
• FDOT Flexible Pavement Design Manual
• FDOT - Florida Roundabout Guide
• FDOT Handbook for Preparation of Specifications Package
• FDOT Standard Plans Instructions
• FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance for
Streets and Highways ("Florida Greenbook")
• FDOT Materials Manual
• FDOT Pavement Type Selection Manual
• FDOT Design Manual
• FDOT Procedures and Policies
• FDOT Procurement Procedure 001-375-030
• FDOT Project Development and Environment Manual
• FDOT Project Traffic Forecasting Handbook
• FDOT Public Involvement Handbook
• FDOT Rigid Pavement Design Manual
• FDOT Standard Specifications for Road and Bridge Construction
• FDOT Utility Accommodation Manual
• Manual on Speed Zoning for Highways, Roads, and Streets in Florida
• Federal Highway Administration (FHWA) - Manual on Uniform Traffic Control Devices (MUTCD)
• FHWA - NCHRP Report 672, Roundabouts: An Informational Guide
• FHWA Roadway Construction Noise Model (RCNM) and Guideline Handbook
• Florida Fish and Wildlife Conservation Commission - Standard Manatee Construction Conditions
• Florida Statutes (F.S.)
• Florida's Level of Service Standards and Guidelines Manual for Planning
• Asbestos Abatement and Management in Buildings, National Institute for Building Sciences (NIBS)
• Quality Assurance Guidelines
• Safety Standards
• Any special instructions from the COUNTY Roadway:
• FDOT - Florida Intersection Design Guide
• FDOT - Project Traffic Forecasting Handbook
• FDOT - Quality/Level of Service Handbook
• Florida's Level of Service Standards and Highway Capacity Analysis for the SHS
• Transportation Research Board (TR13) - Highway Capacity Manual
Permits:
• Chapter 373, F.S. - Water Resources
• US Fish and Wildlife Service Endangered Species Programs
• Florida Fish and Wildlife Conservation Commission Protected Wildlife Permits
• Bridge Permit Application Guide, COMDTPUB P16591.3C
• Building Permit
Drainage:
• FDOT Drainage Design Guide
• FDOT Drainage Manual
• Florida Erosion and Sediment Control Manual
• FDOT Drainage Connection Permit Handbook
• FDOT Bridge Scour Manual Survey and Mapping:
• All applicable Florida Statutes and Administrative Codes
Page 12 of 66
Scope of Services Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase I1"
• Applicable Rules, Guidelines, and Codes of other Municipal, County, State and Federal Agencies.
• FDOT Aerial Surveying Standards for Transportation Projects Topic 550-020-002
• FDOT Right of Way Mapping Handbook
• FDOT Surveying Procedure Topic 550-030-101
• Florida Department of Transportation Right of Way Procedures Manual
• Florida Department of Transportation Surveying Handbook
• Right of Way Mapping Procedure 550-030-015 Traffic Engineering and Operations and ITS:
• AASHTO - An Information Guide for Highway Lighting
• AASHTO - Guide for Development of Bicycle Facilities
• FHWA Standard Highway Signs Manual
• FDOT Manual on Uniform Traffic Studies (MUTS)
• FDOT Median Handbook
• FDOT Traffic Engineering Manual
• National Electric Safety Code
• National Electrical Code Traffic Monitoring:
• American Institute of Steel Construction (AISC) Manual of Steel Construction
• American National Standards Institute (ANSI) RP-8-00 Recommended Practice for Roadway Lighting
• AASHTO AWS DI. I/ANSI Structural Welding Code - Steel
• AASHTO D1.51AWS D1.5 Bridge Welding Code
• FHWA Traffic Detector Handbook
• FDOT General Interest Roadway Data Procedure
• FHWA Traffic Monitoring Guide
• FDOT's Traffic/Polling Equipment Procedures Structures:
• AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications and Interims
• AASHTO LRFD Movable Highway Bridge Design Specifications and Interims
• AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic
Signals, and Interims
• AASHTOI-AWS-DI. 5M/D1.5: An American National Standard Bridge Welding Code
• AASHTO Guide Specifications for Structural Design of Sound Barriers
• AASHTO Manual for Condition Evaluation and Load and Resistance Factor Rating (LRFR) of Highway
Bridges
• FDOT Bridge Load Rating Manual
• FDOT Structures Manual
• FDOT Structures Design Bulletins (available on FDOT Structwres web site only)
Geotechnical:
• FHWA Checklist and Guidelines for Review of Geotechnical Reports and Preliminary Specifications
• Manual of Florida Sampling and Testing Methods
• Soils and Foundation Handbook Landscape Architecture:
• Florida Department of Agriculture Grades and Standards for Nursery Plants
2.22Services to be Performed by the COUNTY
When appropriate or available, the COUNTY will provide project data including:
• Preliminary Horizontal Network Control, when available.
• Any COUNTY agreements with Utility Agency Owners (UAO)
Page 13 of 66
Scope of Services Project Number: 60249
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
• All information that may come to the COUNTY pertaining to future improvements
• Traffic and planning data, when available.
• All approved utility relocations
• 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
• Existing right of way maps
• Design Reports
• Letters of authorization designating the CONSULTANT as an agent of the COUNTY
• Phase reviews of plans and engineering documents
• Regarding Enviromnental Permitting Services:
• Approved Permit Document when available
• Appropriate signatures on application forms
Fees associated with permit submittals.
Fees associated with Mitigation
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 (313 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.
Cost Estimates: The CONSULTANT is responsible for producing a construction cost estimate and reviewing
and updating the cost estimate when scope changes occur and/or at milestones of the project.
Technical Special Provisions: The CONSULTANT shall provide Technical Special Provisions for all items of
work not covered by the current edition of the FDOT Standard Specifications for Road and Bridge
Construction. A Technical Special Provision shall not modify the FDOT Standard Specifications in any way.
The Technical Special Provisions shall provide a description of work, materials, equipment and specific
requirements, method of measurement and basis of payment. Proposed Technical Special Provisions will be
submitted to the COUNTY's Project Manager for review and approval before incorporating into the contract
documents. The COUNTY's Project Manager will provide the Technical Special Provisions to the County
Attorney's Office for their review and comment. All comments will be returned to the CONSULTANT for
correction and resolution. Final Technical Special Provisions shall be digitally signed and sealed in accordance
with applicable Florida Statutes
Supplemental Terms and Conditions (Exhibit I): The CONSULTANT shall provide Supplemental Terms and
Conditions (STC) as required by the project. Supplemental Terms and Conditions are defined as follows:
A Supplemental Term and Condition shall not modify the FDOT Standard Specifications for Road and Bridge
Construction in any way but shall provide instructions to the Contractor regarding the contract documents that
are not covered by the FDOT's Standard Specification and are not classified as a Technical Special Provision.
STCs are project specific and related to the COUNTY's general procedures and practices and take precedence
over any conflicting terms in the order of contract documents.
Field Reviews: The CONSULTANT shall make trips to the project site as required to obtain necessary data for
all elements of the project.
Scope of Services
Page 14 of 66
Project Number: 60249
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
Technical Meetings: The CONSULTANT shall incorporate into the schedule regular technical meetings
necessary to execute the Scope of Services of this contract. This includes meetings with COUNTY and/or
Agency staff, between disciplines and subconsultants, such as access management mectings, pavement design
meetings, local governments, 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: It is the intention of the COUNTY that design CONSULTANTS, including
their subconsultant(s), are held responsible for their work, including plans review. The purpose of
CONSULTANT plan reviews is to ensure that CONSULTANT plans follow the plan preparation procedures
outlined in the FDOT Design Manual, that state and federal design criteria are followed and that the
CONSULTANT submittals are complete. All subconsultant document submittals shall be submitted by the
subconsultant directly to the CONSULTANT for their independent Quality Assurance/Quality Control review
and subsequent submittal to the COUNTY.
It is the CONSULTANT'S responsibility to independently and continually QC their plans and other
deliverables, The CONSULTANT should regularly communicate with the COUNTY's Design Project
Manager to discuss and resolve issues or solicit opinions from those within designated areas of expertise.
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 and their
subconsultant(s) 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 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 prcqualified 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, geotcchnical, signing and marking,
lighting, landscape, 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.
The CONSULTANT shall, without additional compensation, correct all errors or deficiencies in the designs,
maps, drawings, specifications and/or other products and services.
Independent Peer Rcview/Value Enginc_ering: Value Engineering/Independent Peer Review services may be
conducted by the COUNTY's independent consultant for this project. Please see section 3.5 for details.
Supervision: The CONSULTANT shall supervise all technical design activities.
Page 15 of 66
Scope of Services
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
Coordination: The CONSULTANT shall coordinate with all disciplines of the project to produce a final set of
deliverables.
The CONSULTANT shall coordinate design activities with other infrastructure projects that are impacted by
or impact this project.
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
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 (e.g., newsletters, property owner letters, advertisements,
renderings, etc.) associated with the following tasks for review and approval at least five (5) business days
prior to printing and / or distribution.
3.1.1 Public Involvement Plan
Prepare a Public Involvement Plan (PIP) for review and approval by the COUNTY within 30 calendar
days after receiving Notice to Proceed. The objective of the plan is to outline each element of the public
involvement approach/process. The plan shall be updated and amended through the contract and indicate
the basic public involvement approach to he 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 will be submitted to the COUNTY for approval.
This task includes the collection of public input throughout the design of the project, requiring the
CONSULTANT to maintain files, newspaper clippings, letters, emails, and in particular, any record of
direct contact with the public and/or stakeholders. A comments and coordination report shall be prepared,
containing documentation of the public participation accomplished throughout the project. This report
should summarize and respond to the comments received from the public involvement workshops, agency
coordination, etc.
3.1.2 Notifications
Upon receipt of the COUNTY's written approval of the Public Involvement Plan, the CONSULTANT
shall per public meeting schedule, prepare notifications, flyers, and/or letters to elected officials and other
public officials, private property owners, and tenants. The COUNTY shall approve the list of stakeholders
identified/prepared by the CONSULTANT prior to distribution of materials. All letters and notices shall be
reviewed by the CONSULTANTto ensure that they areaddressed to the correct and current public officials.
3.1.3 Preparing Mailing Lists
At the start 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 shall prepare a mailing list of
all such entities and shall update the mailing list as needed during the life of the project.
Scope of Services
Page 16 of 66
Project Number: 60249
C'AO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
3.1.4 Median Modification Letters -NIA
3.1.5 Driveway Modification Letters— NIA
3.1.6 Newsletters
If requested by the COUNTY, the CONSULTANT shall prepare two 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 Flythroughs
The CONSULTANT shall prepare renderings for use in three (3) public meetings. Meetings at 60%, 90%
and Pre -construction.
3.1.8 PowerPoint Presentations (Additional Services)
The CONSULTANT shall prepare up to three (3) PowerPoint presentations if requested by the COUNTY.
These activities would be considered additional services to be negotiated if needed.
3.1.9 Public Meeting Preparations
The CONSULTANT shall prepare the necessary materials for use in three (3) public meetings. One meeting
will be scheduled at the 60% design completion and the second will be scheduled after the 90% plan
submittal. The third will take place in the pre -construction phase of the project. The CONSULTANT will
investigate potential meeting sites to advise the COUNTY on their suitability. The COUNTY will pay all
costs for meeting site rents and insurance. No COUNTY meetings will be held on public school system
properties. The COUNTY shall be responsible for all news/press releases.
3.1,10 Public Meeting Attendance and Follow-up
The CONSULTANT shall attend three (3) public meetings, 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.
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
The CONSULTANT will provide Public Involvement Graphics to COUNTY for the COUNTY's Website,
Scope of Services
Page 17 of 66
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 11"
3.2 Joint Project Agreements —NIA
3.3 Specifications & Estimates
3.3.1 Specifications Package Preparation
The CONSULTANT shall prepare and provide a specifications package for those specifications NOT
considered FDOT Standard Specifications (ex. Lighting, Traffic Signals, etc.). The specifications package
shall address all items and areas of work and include any Mandatory Specifications, Supplemental Terms
and Conditions, 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 the complete specifications package, and a copy of the latest project plans.
3.3.2 Estimated Quantities Report Preparation — NIA
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 deliverables, 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)/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 documentations 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.
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
FDOT 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 — (Additional Services)
The effort needed for Plans Updates 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'.
This scope item is considered an Additional Services 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. When applicable, the
staff hourly rates established in the contract shall be utilized for fee determination.
Scope of Services
Page 18 of 66
Project Number: 60249
CA.4
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
3.8 Post Design Services (VBRX 2)
Post Design Services may include, but not be limited to meetings, bidding assistance, construction assistance,
plans revisions, shop drawing review, survey services, as -built drawings, and load ratings.
The CONSULTANT will provide the COUNTY the following limited services during the bid phase and
construction phase:
Pre -Bid Conference
The CONSULTANT shall:
• Attend the pre -bid conference to receive oral/written questions regarding interpretation and clarification
of Bid Documents.
• Respond to bidders written questions regarding interpretation and clarification of Bid Documents
• Assist the County with Addenda.
Review Bids
The CONSULTANT shall:
• Evaluate bidders' qualification and ability to perform the work per the Plans and Specifications.
• Evaluate bids, via Bid Analysis, to ensure all quantities and costs are consistent with the Engineers
Opinion of Probable Cost. Any significant deviation shall be documented and justified.
• Providing written letters of recommendation
Management Engineering Services
The CONSULTANT shall perform the management engineering services (as requested by the County) to help
facilitate the activities of the parties involved in accomplishing completion of the project. The CONSULTANT
shall provide interpretations of the plans, specifications and contract provisions; and to make recommendations
to the County to resolve disputes which arise in relation to the construction contract. Services include the
following:
* Attend the pre -construction conference with the low bidder.
• Assist the County with interpretation of the plans, specifications, and contract provisions, the
CONSULTANT shall consult with the County when an interpretation involves complex issues or may
impact the cost and duration of performing the work.
Assist the County with analyzing changes to the plans, specification, or contract provisions and extra
work which appear to be necessary to carry out the intent of the contract when it is determined that a
change or extra work is necessary and such work is within the scope and intent of the original contract.
Recommend such changes to the County for approval.
• Assist the County with monitoring the project to the extent necessary to determine whether construction
activities violate the requirements of the permits, Notify the contractor of any violations or potential
violations and require his immediate resolution of the problem,
• The CONSULTANT shall receive, review, reject and/or approve shop drawings, product data and test
results to be submitted by the contractor for all pertinent items needed in construction. The
CONSULTANT shall review the submittals to determine satisfactory compliance with the project plans
and specifications, noting his approval or stipulations. Determine the acceptability, subject to County
approval, of substitute materials and equipment proposed by the contractor and receive and review (for
Scope of Services
Page 19 of 66
Project Number: 60249
CAQ
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
general content as required by the specifications) maintenance operating instructions, schedules,
guarantees and certificates of inspection which are to be assembled by the contractor in accordance with
the contract documents,
• The CONSULTANT shall attend, up to 18, County monthly construction conferences with the
contractor, County, and Utility Companies to discuss in detail the requirements and responsibilities for
such items as contractor's responsibilities for shop drawings submittal, maintenance of traffic, safety,
etc.
• Upon completion of construction and upon preparing the record drawings from as -built drawings
provided by the contractor, the CONSULTANT shall prepare the required certification of completion
letters to SFWMD, Florida Department of Environmental Protection (FDEP), and other permitting
agencies as required.
• The CONSULTANT shall conduct the necessary site visits to address any design related questions that
may arise during construction.
• Upon Substantial Completion of construction and establishment of the Final Punchlist items, the County
may request the Consultant to provide a cost estimate for the Final Punchlist items. The Consultant shall
conduct a site walkthrough to have a better understanding of the Final Punchlist items to properly
estimate the Final Punchlist cost.
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's CEI is responsible for verifying the project is being constructed in accordance with the plans
and specifications and 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), The CONSULTANT will provide PDFs of Plans to
the Contractor for preparation of As -Built Drawings by the Contractor. Any changes proposed by the Contractor
must be signed and sealed by the Contractor's FOR 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.
Scope of Services
Page 20 of 66
Project Number: 60249
C AO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 11"
All original documents obtained by the CONSULTANT will be turned over to the COUNTY at the end of the
project 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 deliverables digital format (PDF and CAD). The final deliverables
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 Microstation formats. Please see
Section 2.20 for details.
3.1011isk Management — NIA
3.11 Railroad, Transit and/or Airport Coordination
Collier Area Transit — Per Transportation Engineering Division Director no coordination is required
with Collier County Public Transit and Neighborhood Enhancements regarding potential transit stops.
3.11.1 Aeronautical Evaluation — NIA
3.12Landscape and Existing Vegetation Coordination
Coordination with the COUNTY's Project Manager and the COUNTY's Landscape Architect maybe necessary,
3.13 Acquisition assistance to Appraiser (Optional Service)
The CONSULTANT shall provide assistance to the Appraiser through an early coordination meeting as well
as parcel specific briefings to relay design decisions to date.
3.14Acquisition assistance to R/W Agent (Optional Service)
The CONSULTANT shall provide assistance and FOR support to the RIW Agent during the initial offer
process to relay design decisions to date, as well as to provide input regarding property owner
requests/concerns during the proposed acquisition process.
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 Typical Section Package prior to the 30% plans submittal for COUNTY
review and approval. The CONSULTANT shall not advance with the 60% design until the SIGNED AND
SEALED typical section Package is approved by the COUNTY.
Page 21 of 66
Scope of Services Project Number, 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
4.2 Pavement Type Selection Report — NIA
4.3 Pavement Design Package
The CONSULTANT shall provide a Pavement Design Package prior to the 60% plans submittal date for
COUNTY review and approval.
4.4 Cross -Slope Correction — NIA
4.5 HorizontallVertical Master Design Files
The CONSULTANT shall design the geometrics using the design standards and criteria 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 and ADA requirements, Safe Mobility For
Life Program, access management, Corridor Study documents and scope of work. The CONSULTANT shall
also research and apply FDOT Topic number 000-750-001 and "FDOT—Aging SafetyPian—Final.pdf' for
suggested strategies to implement in the project.
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 adopted access management standards and the existing
access conditions (signalized intersection spacing, median opening spacing, and connection spacing). The
CONSULTANT shall investigate areas along the alignment that are suitable for police pull-out and incorporate
these locations in the design with approval of the COUNTY.
The COUNTY shalt provide access management classification information and information derived from
Conceptual Validation & Update studies and public meetings to be used by the CONSULTANT.
4.7 Roundabout Evaluation —N/A
4.8 Roundabout Final Design Analysis — NIA
4.9 Cross Section Design Files
The CONSULTANT shall establish and develop cross section design files in accordance with the FDOT
CADD Manual. The drawing scale shall be 1" = 40' Horizontal and 1" — 4' vertical, The CONSULTANT
shall coordinate with all utility agency owners to obtain the location of subsurface facilities. Both existing
locations and proposed relocations of all utilities shall be shown on the cross sections.
4.10Temporary 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. 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. It is anticipated that the
plans will be Level 1 Traffic Control Plans, Additional Plan details will be needed at the intersections of 16th
Scope of Set -vices
Page 22 of 66
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
Street NE and at Everglades Boulevard.
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,
4.11 Master TTCP Design Files
The CONSULTANT shall develop masterTTCP 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 -- NIA
4.13 Tree Disposition Plans - NIA
4.14Design Variations and Exceptions — NIA
4.15Design 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. Final reports are to be delivered as a
signed and sealed pdf file.
The design notes, data, and computation shall be recorded on size 8112" x 11" sheets, fully titled, numbered,
dated, indexed and signed and sealed by the design and the checker. Computer output forms and other oversized
sheets shall be folded to 8112" x 11" size. The data shall be in a hardback folder for submittal to the COUNTY
for review.
The CONSULTANT shall provide a Right -of -Way Acquisition Report.
4.16Qtiantities
The CONSULTANT shall determine pay items and quantities and the supporting documentation, for the 60%,
90%, and 100% Design Submittals including construction days when required.
4.17Cost Estimate
Page 23 of 66
Scope of Services Project Number: 60249
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 11"
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.
4.18Technical Special Provisions and Supplemental Terms and Conditions
4.19 Field Reviews
The CONSULTANT shall include and be available to attend a plans -in -hand field review with the COUNTY
when necessary, Field review will be conducted upon completion of COUNTY reviews of plans submitted by
the CONSULTANT. The anticipated format for these meetings will be an in -office review of COUNTY
comments in the morning followed by an afternoon field visit to 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.
4.20Monitor Existing Structures -- NIA
4.21 Technical Meetings
Includes meetings with the COUNTY or other Agency staff, between disciplines and CONSULTANTS, such
as typical section meetings, access management meetings, pavement design meetings, progress review meetings
(phase review), road safety audit, and miscellaneous meetings necessary for all elements of the roadway
analysis identified in this scope of work.
4.22Quality 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.
4.23Independent Peer Review
The CONSULTANT shall fully comply with the Independent Peer Review process and respond to comments
in an efficient manner.
4.24Supervision
Includes all efforts required to supervise all technical design activities,
4.25Coordination
Includes all efforts to coordinate all elements of the roadway analysis to produce contract deliverables.
S ROADWAY PLANS
The CONSULTANT shall prepare Roadway, TTCP, Utility Adjustment Sheets, plan sheets, notes, and details. The
plans shall include the following sheets necessary to convey the intent and scope of the project for the purposes of
construction.
5.1 Key Sheet
Page 24 of 66
Scope of Services Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
5.2 Summary of Pay Items
5.3 Typical Section Sheets
5.3,1 Typical Sections
5.3.2 Typical Section Details
5.4 General Notes/Pay Item Notes
5.5 Project Layout
5.6 Plan/Profile Sheet
5.7 Profile Sheet —NIA
5.8 Plan Sheet —NIA
5.9 Special Profile
5.10 Back of Sidewalk Profile Sheet — NIA
5.11 Miscellaneous Detail Sheets
5.12 Cross -Section Pattern Sheets —NIA
5.13 Roadway Soil Survey Sheets
5.14 Cross Sections
5.15 Intersection Layout Detail
5.16 Temporary Traffic Control Plan Sheets
5.17Temporary Traffic Control Cross Section Sheets
5,18Temporary Traffic Control Detail Sheets
5.19 Utility Adjustment Sheets
5.20Selective Clearing and Grubbing Sheets —NIA
5.20.1 Selective Clearing and Grubbing --NIA
5,20.2 Selective Clearing and Grubbing Details —NIA
5.21 Tree Disposition Plan Sheets —NIA
5.21,1 Tree Disposition Plan Sheets — NIA
5.21,2 Tree Disposition Plan Tables and Schedules —NIA
5.22Project Control Network Sheets
Scope of Services
Page 25 of 66
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 11"
5.23 Environmental Detail Sheets (Additional Services)
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. These activities would be considered additional services to be
negotiated if needed.
5.24Utility Verification Sheets (SUE Data)
5,25Quality Assurance/Quality Control
5.26 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 intent is for the drainage
design to utilize as much of 2008 design as feasible.
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 FDOT's Drainage Manual.
The CONSULTANT shall make drainage design recommendations to the COUNTY for the type of drainage system
that should be used for the project, i.e., closed -drainage system and/or open roadside ditches. Once the drainage
system is accepted and approved by the SFWMD, and the Notice of Intent to Permit from SFWMD is received,
any changes to the system requested by the COUNTY, shall be considered as Additional Services.
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. Examine all adjacent property outfall points to
determine whether accommodations for offsitc drainage must be incorporated into the project drainage system.
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 the Drainage Documentation Report.
6a.3 Pond Siting Analysis and Report
Evaluate pond sites using a preliminary hydrologic analysis. Document the results and coordination for all the
Scope of Services
Page 26 of 66
Project Number: 60249
CAo
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 11"
project's pond site analyses. The analysis will be presented in the form of a Technical Memorandum and The
FDOT Drainage Manual provides specific documentation requirements. The CONSULTANT shall incorporate
all changes to drainage design and pond site modifications previously defined for ROW modifications,
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 outfali ditches. This task includes capacity calculations, longitudinal grade
adjustments, flow changes, additional adjustments for ditch convergences, selection of suitable channel lining,
design of side drainpipes, and documentation. (Design of linear stormwater management facilities in a 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. The CONSULTANT
shall endeavor to avoid a square or rectangular wet pond shape, The configuration of the pond should be
aesthetically pleasing.
6a.7 Design of Stormwater Management Facility (Treatment Swales and Linear Ponds)
Design stormwater management facilities to meet requirements for stormwater quality treatment, attenuation,
and aesthetics. Develop proposed pond layout (drainage basin, shape, contours, slopes, volumes, tie-ins,
aesthetics, etc.), perform rooting, pollutant/nutrient loading calculations, recovery calculations, and design the
outlet control structure. The CONSULTANT shall endeavor to avoid a square or rectangular wet pond shape.
The configuration of the pond should be aesthetically pleasing.
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 — NIA
6a.11 French Drain Systems — NIA
Page 27 of 66
Scope of Services
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
6a.12 Drainage Wells -NIA
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,
6a.14 Bridge Hydraulic Report
Calculate hydrology, hydraulics, scour, and deck drainage. Prepare the report and the information for the
Bridge Hydraulics Recommendation sheet per FDOT Design Manuals.
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 Quantities
The CONSULTANT shall determine pay items and quantities and the supporting documentation.
6a.17 Cost Estimate
Prepare cost estimates for the drainage components, except bridges and earthwork for stormwater
management and flood compensation sites,
6a.18 Technical Special Provisions / Supplemental Terms and Conditions
If it is determined that a Technical Special Provision is required, 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.
6a.19 Hydroplaning Analysis — NIA
6a.20 Existing Permit Analysis
Data gathering includes desktop analysis of local, state, and federal Drainage permits.
6n.21 Lather Drainage Analysis -- Stormwater Management Report
CONSULTANT will prepare a Stormwater Management Report prior to 30% design to present the proposed
drainage design strategy to the COUNTY including the County Maintenance Department. The intent is to
obtain approval and support for the drainage concept prior to detailed design of the system at 30%.
6a.22 Noise Barrier Evaluation — NIA
6a.23 Erosion Control Plan
includes analysis and design of the Erosion Control Plan. Includes creating the design file.
Page 28 of 66
Scope. of Services
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 11"
6a.24 Field Reviews
6a.25 Technical Meetings
Meetings with COUNTY staff, regulatory agencies, and local governments such as meetings with the Water
Management District, FDEP, etc.
6a.26 Environmental Look -Around Meetings —NIA
Convene a meeting with COUNTY staff, regulatory agencies, local governments, and other stakeholders to
explore watershed- wide stormwater needs and alternative permitting approaches.
6a.27 Quality Assurance/Quality Control
6a.28 Independent Peer Review — NIA
6a.29 Supervision
6a.30 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 Drainage Structures
6b.4 Lateral Ditch Plan/Profile
6b.5 Lateral Ditch Cross Sections
6b.6 Retention/Detention Pond Detail Sheets
6b.7 Retention Pond Cross Sections
6b.8 Erosion Control Plan Sheets
6b.9 SWPPP Sheets
6b.10 Quality Assurance/Quality Control
6b.11 Supervision
7 UTILITIES
The CONSULTANT shall identify utility facilities and plans from the Utility Agency Owners (UAO) ensuring all
Page 29 of 66
Scope of Services Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
conflicts that exist between utility facilities and the COUNTY's proposed construction project are identified. The
CONSULTANT will coordinate with Collier County Water and Sewer District (CCWSD) Utilities to identify any
potential new utilities. If new utility design, or relocation of existing utilities are required it shall be incorporated in
this scope of services as an Additional Service to be negotiated if needed. Utility Adjustment Sheets will be
included to define how utility conflicts will be addressed by others.
7.1 Utility Kickoff Meeting
Before any contact with the UAO(s), the CONSULTANT shall meet with the COUNTY Project Manager 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 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 return receipt email and pdf set of plans to each utility. 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 the COUNTY for a legal opinion. Include the meeting schedule (if applicable) and the
design schedule. Include typical meeting agenda. If scheduling a meeting, give 3-week advance notice.
Second Contact: The CONSULTANT shall transmit the second return receipt email with the necessary
documents to each utility company/agency as required. Complete sets of plans (pdf electronic files) and the
utility conflict information (if necessary) shall be furnished to each involved utility company/agency, One plan
set will be color -coded by the utility company showing the proposed relocation and returned to the
CONSULTANT.
7A Exception Processing — NIA
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, reviewing the current design schedule, evaluating the utility information collected, provide follow-up
information on compensable property rights, 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 Individuaffield 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
Scope of Services
Page 30 of 66
Project Number: 60249
CAo
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase I1"
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.
Unsure 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 DUO.
7.8 Subordination of Easements Coordination
The CONSULTANT, if requested by the COUNTY, shall transmit to and secure from the UAO the executed
subordination agreements prepared by the appropriate COUNTY office.
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, 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 49 (Cross Section Design Files) for utility conflict
location identification and adjustments.
7.1011eview 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 Traffic Operations for review and comment if required.
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 the 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.
7,12Utility Constructability Review —NIA
Page 31 of 66
Scope of Services
Project Number: 6t)249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 11"
7.13 Additional Utility Services — N/A
7.14Processing Utility Work by Highway Contractor (UWHC)— NIA
7.15 Contract Plans to UAO(s) -- NIA
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 appropriate COUNTY's Project Manager one of the following:
-All utility negotiations (Full execution of each agreement, approved Utility Work Schedules,
technical 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.
-An on -site inspection was made, and no utility work will be involved.
•Plans were sent to the Utility Companies/Agencies and no utility work is required.
'No Response letter on COUNTY letterhead, delivered to the UAO via certified mail, return receipt
requested, documenting all failed attempts to obtain RGl3s, UWS or No Conflict letter from any non-
responsive UAO.
7.17 Other Utilities — NIA
8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES
The CONSULTANT is responsible for preparing, submitting, and obtaining all permits, compliances, and
clearances required for the construction of this project prior to the completion of 100% plans. This includes the
preparation, submittal, and acquisition of all applicable stormwater and environmental permits in accordance with
Chapter 62-25, Regulation of Stormwater Discharge, Florida Administrative Code; Chapter 373 and 403, Florida
Statutes; Chapters 40 and 62, Florida Administrative Code; Rivers and Harbors Act of 1899; Section 404 of the
Clean Water Act; and parts 114 and 115, Title 33, Code of Federal Regulations. In addition, permitting required by
local agencies shall be prepared in accordance with their specific regulations. Permit fees will be the responsibility
of the COUNTY,
The CONSULTANT shall notify the COUNTY Project Manager 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 COUNTY Project Manager 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 ensure those design efforts are properly directed toward permit requirements.
Project research may include but should not be limited to a review of available; federal, state, and local permit
Page 32 of 66
Scope of Services Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 11"
files and databases; and local government information including county and property appraiser data. The
CONSULTANT shall determine if any Sovereign Submerged Lands casements need to be modified or acquired.
Any applicable information will be shown on the plans as appropriate. The CONSULTANT shall research any
existing easements or other restrictions that may exist within or adjacent to the proposed project boundary.
8.2 Field Work
8.2.1 Pond Site Alternatives:
The CONSULTANT shall review alternative pond sites. The intent is for the drainage design to utilize as
much of 2008 design as feasible.
8.2.2Establish Wetland Jurisdictional Lines and Assessments:
The CONSULTANT shall collect all data and information necessary to determine the boundaries of
wetlands and other surface waters defined by the rules or regulations of each agency processing or
reviewing a permit application necessary to construct the COUNTY project.
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 373.421 I, F.S..; United States Army Corps of Engineers (USAGE) Wetland
Delineation Manual (Technical ReportY-87- 1); Regional Supplement to the Corps of Engineers Wetland
Delineation Manual: Atlantic and Gulf Coastal Plain Region (ERDIEL 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 I "=400'or more detailed and be recent photography. The maps
shall show the jurisdictional boundaries of each agency. Photocopies 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 USAGE "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, A species -specific survey for the
Scope of Services
Page 33 of 66
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
Florida bonneted bat (F1313), a federally listed species, is anticipated to be required and the results provided
as part of the permit application. Since the project is a linear project greater than 5 acres and located within
the USFWS Consultation Area for the FBB an acoustic survey will be required per Consultation Key for
the Florida bonneted bat (USFWS 2019). A 15% FWC gopher tortoise survey per FWC gopher tortoise
permitting guidelines, will be conducted within the project limits. All required species -specific surveys are
included as pant of this scope.
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 prepare permit application packages as identified in the Project Description section.
The permit application package must be approved by the COUNTY prior to submittal to the regulatory agency.
The CONSULTANT shall collect all the data and information necessary to prepare, submit, and obtain the
environmental portraits required to construct the project. The CONSULTANT shall prepare each permit
application for COUNTY approval in accordance with the rules and/or regulations of the environmental agency
responsible for issuing a specific permit and/or authorization to perform work.
The CONSULTANT will submit all permit applications, as directed by the COUNTY. All permit applications
shall be approved by their respective regulatory agency before the final plans are submitted.
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, and USACE. The application package may include but is not limited to
attachments (e.g. project location map, aerials, affidavit of ownership, pictures, additional technical
analysis, etc.), an environmental narrative with project description as well as completion of applicable
agency forms. The CONSULTANT shall prepare and respond to agency Requests for Additional
Information (RAfs), 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.
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 (e.g., project location map, aerials, affidavit
of ownership, pictures, additional technical analysis, etc.), and cover letter with project description as well
as completion of applicable forins. 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
Page 34 of 66
Scope of Services
Project Number: 60249
CfAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 11"
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 —NIA
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 R/W Occupancy permit application in
accordance with the regulatory agency requirements. The CONSULTANT shall be responsible for acquiring
the R/W Occupancy permit.
8.8 Prepare Coastal Construction Control Line (CCCL) Permit Application —NIA
8.9 Prepare FDEP Section 404 Application to Alter a Civil Works Project
8.10 Compensatory Mitigation Plan
If wetland impacts cannot be avoided, the scope of work assumes purchase of mitigation credits from a
mitigation bank or monetary participation in offsite regional mitigation plans to mitigate for impacts. All
mitigation/permit fees are to be paid for by the County.
8.11 Mitigation Coordination and Meetings
The CONSULTANT shall coordinate with COUNTY personnel prior to approaching any environmental
permitting or commenting agencies. The CONSULTANT will be responsible for coordinating the proposed
mitigation needs with the environmental agencies. The COUNTY will provide funds for required mitigation
credits (if necessary).
8.12 Other Environmental Permits -- NIA
8.13 Technical Support to the COUNTY for Environmental Clearances -- NIA
8.14 Preparation of Environmental Clearances
8.15 Archaeological and Historic Resources (Optional Service)
The CONSULTANT shall collect data necessary to completely analyze the impacts, due to the proposed
undertaking, to all cultural and historic resources, and update the Cultural Resource Assessment Survey
Report completed in 2008, in accordance with Part 2, Chapter 8 of the PD&E Manual and the FDOT's
Cultural Resource Management Handbook. All work shall be conducted by a professional qualified under the
provisions of 36 CFR 61 and in compliance with the provisions contained. in Chapter 267, Florida Statutes, as
appropriate for compliance with a Phase I Cultural Resource Survey.
This includes background research, archaeological and historical field surveys, preparation of Florida Master
Site File (FMSF) forms as needed, along with the preparation of appropriate documentation,
The archaeological survey will consist of a visual reconnaissance and excavate the appropriate number of
Page 35 of 66
Scope of Services Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
test pits. The historic survey will identify historic resources within the project APE, both previously recorded
and newly identified. A FMSF form shall be prepared for all newly identified and an updated form prepared
for previously recorded resources that have not been evaluated by the SHPO or that have been substantially
altered since they were recorded, Enough data shall be collected to document the significance of each in
terms of eligibility for listing in the NRHP, The CRAS update shall be prepared with appropriate
documentation detailing the results of the survey and final assessments of resource significance.
8,16Contamination Impact Analysis
The CONSULTANT shall prepare Contamination Screening Evaluation for the project limits including
stoimvater ponds and floodplain compensation sites as described in Pact 2, Chapter 20, of the FDOT PD&E
Manual. The draft Level 1 Contamination Screening Evaluation document shall be submitted to the COUNTY's
Project Manager for review and final approval. The project impacts, conclusions and recommendations, figures,
tables, and appendices will be provided in a Level I Contamination Screening Evaluation Report.
Level II assessment services are not included in this scope and would be considered Additional Services to be
negotiated if warranted. If contamination is identified within the limits of construction, the CONSULTANT
shall coordinate with the COUNTY to properly mark identified contamination areas in the plans and develop
specifications as appropriate.
8.17 Asbestos Survey
8,18 Technical Meetings
9.19 Quality Assurance/Quality Control
8.20 Supervision
8.21 Coordination
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 FDOT 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 '/2"xI l"
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
Page 36 of 66
Scope of Services Project Number: 60249
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
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 — NIA
9.8 Quantities
9.9 Cost Estimate
9.10 Technical Special Provisions and Supplemental Terms and Conditions - NIA
9.11 Field Reviews
9.12Technical Meetings
9,13 Quality Assurance/Quality Control
9.14Independent Peer Review — NIA
9.15 Supervision
9.16 Coordination
10 STRUCTURES -BRIDGE DEVELOPMENT REPORT— NIA
As directed by COUNTY, the CONSULTANT shall follow recommended structure type for this proposed bridge
to conform to the bridges in the Phase 1 project and the original BDR completed in 2008.
1I 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 - N/A
12.5
Approach Stab Plan and Details
12.6
Miscellaneous Details
Page 37 of 66
Scope of Services
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
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 Desi n and Plans
12,11
Bent Geometry
12.12
Bent Stabiiity Analysis
12.13
Bent Structural Design
12.14
Bent Plan and Elevation
12.15
Bent Details
Miscellaneous Substructure Desi n 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 — NIA
12,20
Superstructure Plan — NIA
12.21
Superstructure Sections and Details - NIA
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 —N/A
14 STRUCTURES -STRUCTURAL STEEL BRIDGE— NIA
15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE - NIA
16 STRUCTURES —MOVABLE SPAN — NIA
17 STRUCTURES - RETAINING WALLS — NIA
Page 38 of 66
Scope of Services Project Number: 60249
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 1I"
18 STRUCTURES -- MISCELLANEOUS
The CONSULTANT shall prepare plans for Miscellaneous Structure(s) as specified in Section 2.5.
CONSPANIConcrete Box Culverts — NIA
18.1 Concrete Box Culverts -NIA
18.2 Concrete Box Culverts Extensions —NIA
18.3 Concrete Box Culvert Data Table Plan Sheets —N/A
18.4 Concrete Box Culvert Special Details Plan Sheets — NIA
Strain Poles-- - NIA
18.5 Steel Strain Poles — NIA
18.6 Concrete Strain Poles — NIA
18.7 Strain Pole Data Table Plan Sheets - NIA
18.8 Strain Pole Special Details Plan Sheets - NIA
Mast Arms
18.9 Mast Anns
18.1 OMast Arms Data Table Plan Sheets
18.1 t Mast Arms Special Details PIan Sheets
Overhead/Cantilever Sign Structure -- NIA
18.12Cantilever Sign Structures — NIA
18.13Overhead Span Sign Structures — NIA
18.14Special(Long Span) Overhead Sign Structures —NIA
18,15Monotube Overhead Sign Structure —NIA
18.1613ridge Mounted Signs (Attached to Superstructure) — NIA
18.170verhead/Cantilever Sign Structures Data Table Plan Sheets — NIA
18.18Ovenccad/Cantileve3' Sign Structures Special Details Plan Sheets - NIA
Page 39 of 66
Scope of Services
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 11"
High Mast Lighting sting — N/A
18.19Non-Standard High Mast Lighting Structures — NIA
18.20High Mast Lighting Special Details Plan Sheets —NIA
Noise Barrier Walls Ground Mount —N/A
18.21 Horizontal Wall Geometry — NIA
18.22Vertical Wall Geometry —N/A
18.23 Summary of Quantities - Aesthetic Requirements — NIA
18.24Control Drawings — NIA
18,25Design of Noise Barrier Walls Covered by Standards —NIA
18.26Design of Noise Barrier Walls not Covered by Standards —NIA
18.27Acsthetic Details Special Structures —NIA
18.28Fender System —NIA
18.29Fender System Access— NIA
18.30 Special Structures — N/A
18.31 Other Structures — NIA
18.32Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles — NIA
18.33Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles — NIA
18.34Analytical Evaluation of Signal and Sign Structures, and High Mast Light Poles N/A
18.35Ancillary Structures Report —NIA
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.
Page 40 of 66
Scope of Services Project Number: 60249
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
19.2 No Passing Zone Study — NIA
19.3 Signing and Pavement Marking Master Design File
The CONSULTANT shall prepare the Signing & Marking Design file to include all necessary design elements
and all associated reference files.
19.4Multi-Post Sign Support Calculations
The CONSULTANT shall determine the appropriate column size from the FDOT'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 — NIA
No signs will require electrical connection.
19.7Quantities
The CONSULTANT shall determine pay items and quantities and the supporting documentation,
19.8 Cost Estimate
19.9Technical Special Provisions and Supplemental Terms and Conditions
19.100ther Signing and Pavement Mai -king Analysis -- NIA
19.11 Field Reviews
19,12Technical Meetings
19.13Quality Assurance/Quality Control
19.14Independent Peer Review — NIA
19.15Supervision
19.16Coordination
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.
Page 41 of 66
Scope of Services Project Number. 60249
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
20.1 Key Sheet
20.2 General Notes/Pay Item Notes
20.3 Project Layout NIA
20.4 Plan Sheet
20.5 Typical Details -- NIA
20.6 Guide Sign Work Sheets
20.7Traffic Monitoring Site —NIA
20.8 Cross Sections — NIA
20.9 Special Service Point Details — NIA
20.1OSpecial Details
20.11Interim Standards
20.12Quality Assurance/Quality Control
20,13 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. The CONSULTANT shall have a licensed
Professional Engineer with experience in traffic signal timing development review and approve all final data
collection, proposed intersection timings, phasing, etc.
21.1 Traffic Data Collection
No traffic counts are required. Existing traffic data from the Vanderbilt Beach Road Corridor Congestion Study,
Phase I Traffic Technical Memorandum, and the D-1 Regional Planning Traffic Model is deemed sufficient by
the COUNTY to provide queue length analysis and updating of the Phase I Traffic Technical Memorandum.
21.1a Approach Counts -- Seven (7) day -- NIA
21.1 b Turning Movement Counts — Three (3) Day —NIA
21.1e Field Inventory
The CONSULTANT shall prepare an inventory of the following traffic signal control devices and field
characteristics at each traffic signal included in the project limit. The inventory shall consist of the
following;
Page 42 of 66
Scope of Services Project Number: 60249
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
a) A condition diagram showing:
• Number of lanes at each approach and their usage
• Length of turn lanes
• Pedestrian crossing distances
• Vehicle crossing distances
• School Zones
• Posted speed limit for each approach
• Any other features the Engineer considers appropriate
b) A straight-line diagram showing the distance between intersections
c) Existing signal and pedestrian phasing
If no speed limit is posted for an approach, the CONSULTANT shall come up with a speed limit appropriate
for the traffic characteristics of the approach based on engineering judgment. The CONSULTANT shall
obtain approval of these speed limits from Collier County Traffic Operations before used in the calculations
for yellow and all red intervals.
The CONSULTANT shall develop a reporting format for this inventory that shall be approved by Collier
County Traffic Operations.
The CONSULTANT shall contact Collier County Traffic Operations for information and to make
arrangements for access to all equipment cabinets.
21.2Traffle Data Analysis
The CONSULTANT shall determine signal operation plan, intersection geometry, local signal timings, pre-
emption phasing & timings, forecasting traffic, and intersection analysis run. The CONSULTANT shall use
existing traffic data to determine construction intersection timings and initial final timings.
Additionally, existing traffic data from the Vanderbilt Beach Road Corridor Congestion Study, Phase I Traffic
Technical Memorandum, and the D-I Regional Planning Traffic Model is deemed sufficient by the COUNTY to
provide queue length analysis and updating of the Phase I Traffic Technical Memorandum dated February 20,
2019. The Traffic Technical Memorandum shall be updated by the CONSULTANT to confirm the required lane
requirements.
21.2a Intersection Analysis — NIA
21.2.b Signal Warrant Study
The CONSULTANT will evaluate the intersection with Everglades Boulevard for potential signalization.
The signal warrant analysis will be conducted consistent with the study procedures contained in the
FHWA's MUTCD. Seven (7) day continuous machine counts and developed projections of 8-hour turning
movements will be utilized. Traffic volume data will be compared to applicable Warrants 1 through 9
contained in the MUTCD, The results of the signal warrant analysis shall be documented in a technical
memorandum and submitted to the Collier County Traffic Operations for review and approval.
21.3 Systems Timings — NIA
Collier County Traffic Operations will perform the signal timing determination.
21 AReference and Master Signalization Design File
The CONSULTANT shall prepare the Signalization Design file to include all necessary design elements and all
Page 43 of 66
Scope of Services
Project [Number: 60249
CA4
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 1I"
associated reference files.
Scope for Proposed Signal Work Includes:
Four (4) new signal mast arms at Everglades Boulevard
Assumes the mast arms at 16"' Street NE are structurally adequate and were designed for additional required
signal heads. No structural analysis of the mast arms is included in this scope of services,
Vehicle Count Station
It is anticipated that one (1) sensor (Houston Radar Speed Lane Pro and all required accessories) will be installed
between VBR & 16th ST NE and VBR & Everglades Blvd in its own strain pole to cover both directions, The
proposed count station will be connected to FPL power and fiber,
1080p HD CCTV/PTZ Cameras
1080p HD CCTV/PTZ cameras shall provide coverage at the signalized intersections of Vanderbilt Beach Road
and Everglades Boulevard. Cameras shall be installed on the proposed signal poles utilizing a J-hook bracket as
approved by the COUNTY. Separate poles for CCTV cameras are not included in this agreement, Mast Arm
structural analysis review for placement of the CCTV camera at Vanderbilt Beach Road and 16`F' Street NE is not
included in this agreement, The CONSULTANT will include appropriate pay items and notes in the Plans to
include the vehicle detection system and coordinate with the COUNTY as needed.
Connected Vehicle Technology System
The COUNTY has requested the use of the BlueTOAD Spectra CV2X system on this project. This system
consists of I unit and all requisite accessories with the ability to send Traveler Information Messages (TIM) to
motorists at the following signalized intersections.
1. VBR & 16th St NE
The BlueTOAD roadside units will be installed on the existing signal mast arms. Design of replacement mast
arms or separate poles for the roadside units are not included in this agreement. The CONSULTANT will include
the appropriate pay items and notes in the Plans to include the Connected Vehicle Technology System and
coordinate with the COUNTY as needed.
21,5Reference 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.
Fiber Optic Infrastructure
Installation of new fiber and conduit from VBR & 16th St NE to VBR & Everglades Blvd.
2 L60verhead Street Name Sign Design
The CONSULTANT shall design Signal Mounted Overhead Street Name signs.
21.7Pole Elevation Analysis
Page 44 of 66
Scope of Services
Project Number; 60249
( AO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
21.8Traffic Signal Operation Report
The CONSULTANT shall put together a final signed and sealed report with an Executive Summary to include all
work performed for the work assignment. The report shall include an Executive Summary providing overview of
study and the final recommendations. The Final Report shall include a comparison of SYNCHRO analysis results
of the before and after timing implementation conditions.
21.9 Quantities
The CONSULTANT steal I determine pay items and quantities and the supporting documentation.
21. l OCost Estimate
21.1 1 Technical Special Provisions and Supplemental Terms and Conditions
The CONSULTANT shall meet the latest version of the Collier County Signalization Technical Special
Provisions.
21.120ther Signalization Analysis
21.13 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 Signal and Pedestrian Phasing
• 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
21.14Technical Meetings
21.15Quality Assurance/Quality Control
21.16Independent Peer Review — If requested by the COUNTY
21.17Supervision
21.18Coordination
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 include the following:
22.1 Key Sheet
22.2 General Notes/Pay Item Notes
Page 45 of 66
Scope of Services Froject Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase I1"
22.3 Plan Sheet
22.4 In tercon nect Plans
22.5 Traffic Monitoring Site
22.6Guide Sign Worksheet
22.7Special Details
22.8 Special Service Point Details
22.9 Mast Arm/Monotube Tabulation Sheet
22.10Strain Pole Schedule
22.11 TTCP Signal (Temporary) — NIA
22.12Temporary Detection Sheet —NIA
22.13 Utility Conflict Sheet
22.14Interim Standards
22.15Quality Assurance/Quality Control
22.16Supervision
23 LIGHTING ANALYSIS
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 — NIA
23.2 Lighting Design Analysis Report (LDAR)
The CONSULTANT shall prepare a Preliminary Lighting Design Analysis Report in accordance with the
requirements of the FDOT Design Manual. The report shall be submitted under a separate cover prior to the
100% plans submittal. The report shall provide analyses for only the intersection at Everglades Boulevard.
Corridor lighting is not included in the project. Each lighting calculation shall be properly identified as to the
area that it covers.
The report shall include the evaluation of any existing lighting design and a recommendation on upgrading the
existing lighting levels. The evaluation shall consider pole heights, lamp wattage, and arm lengths. The evaluation
shall include a cost estimate that includes initial cost in addition to operations and maintenance cost for one year,
The Lighting Design Analysis Report (LDAR) shall include:
• Lighting Design Criteria
• Lighting Calculations (include the lighting calculations for each lighted sign)
Page 46 of 66
Scope of Services
Project Number; 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase Il"
• 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 Collier County Traffic Operations. Maximum allowable voltage drop
will be per the FDOT Design Manual.
The Voltage Drop Calculations shall be submitted with the Lighting Design Analysis Report.
23.4 FDEP Coordination and Report - NIA
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.
23.6Temporary Highway Lighting— NIA
The CONSULTANT shall develop a Temporary Highway Lighting design and, when required, a Temporary
Highway Lighting design file. The Temporary Highway Lighting design must account for all phases of the TTCP
and includes the analysis, calculations, and placement of luminaires, supports, conductors, conduits, pull boxes,
and electrical power service.
23.7 Design Documentation -- NIA (include in LDAR)
23.8 Quantities
The CONSULTANT shall determine pay items and quantities and supporting documentation.
23.9 Cost Estimate
23.10Technical Special Provisions and Supplemental Terms and Conditions
23.11 Other Lighting Analysis -- N/A
23.12Field Reviews
The CONSULTANT shall collect information from Collier County Traffic Operations and conduct a detailed
field review. Review and document all lighting (poles/luminaires, sign luminaires, etc.), circuiting, load centers,
service points, utility transformers, etc,, within the Limits of lighting construction. This review includes
conductors, conduit, grounding, enclosures, voltages, mounting heights, pull -boxes, horizontal clearances,
breakaway requirements, etc. This review also includes circuits outside the limits of lighting construction that
Scope of Services
Page 47 of 66
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
originate or touch this Project's scope of work.
23.13Technical Meetings
23.14Quality Assurance/Quality Control
23.15Independent Peer Review — NIA
23.16Supervision
23.17Coordination
24 LIGHTING PLANS
The CONSULTANT shall prepare a set of Lighting Plans for intersections with 16th Street NE and Everglades Blvd.
These shall be in accordance with all applicable Collier County Traffic Operations Roadway Lighting Technical
Special Provisions, FDOT manuals, guidelines, standards, handbooks, procedures, and current design memorandums.
Corridor lighting is not included in the project,
24.1 Key Sheet
24,2General Notes/Pay Item Notes
24.3 Pole Data, Legend & Criteria
24.4 Service Point Details
24.5 Project Layout — NIA
24.6 Plan Sheet
24.7Special Details
24.8 Temporary High►vay Lighting Detail Sheets — NIA
24.9 Temporary Highway Lighting Plan Sheets — NIA
24.10Interim Standards
24.11 Quality Assurance/Quality Control
24.12Super vision
25 LANDSCAPE ANALYSIS— NIA
26 LANDSCAPE PLANS —NIA
27 SURVEY
Page 48 of 66
Scope of Services
Project Number. 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase I1"
The CONSULTANT shall perform survey tasks in accordance with all applicable statutes, manuals, guidelines,
standards, handbooks, procedures, and current design memoranda, At the direction of the COUNTY, the record
Design Survey provided by the COUNTY and utilized for the 2008 60% Design Plans shall be used for the basis of
design. CONSULTANT will supplement and update the previously obtained survey data as needed. 12 survey
crew days have been reserved to address deficiencies and to provide updates to topographic features.
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.
273 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's 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's
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 — NIA
The COUNTY provided CADD alignment from the record Design Survey utilized for the 2008 60% Design
Plans to be held and will not be field monumented.
27AAct-in I Targets NIA
27.5 Reference Points — NIA
No baseline references shall be set. HPC and VPC will be utilized and provided CAD alignment will be held,
27.6 Topography/Digital Terrain Model (DTM) (3D)
At the direction of the COUNTY, the record Design Survey provided by the COUNTY and utilized for the
2008 60% Design Plans shall be used for the basis of design. Topography data collection will extend 1000 feet
along Everglades Boulevard (2 days). A project walkthrough will be completed to identify record Design
Survey deficiencies and update needs. 12 crew days are reserved to address design survey deficiencies and
update needs at the direction of EOR.
27.7 Plan imetric (2D) — NIA
Scope of Services
Page 49 of 66
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-9053
"Design Services for Vanderbilt Beach Road Extension Phase II"
27.8 Roadway Cross Sections/Profiles — NIA
27.9Side Street Surveys
Refer to tasks of this document as applicable.
27.10Underground Utilities — (Additional Services)
This scope item is considered an Additional 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.
The CONSULTANT's approach to practicing SUE shall be consistent with the American Society of Civil
Engineers (ASCE) Standard (Cl/ASCE 38-02) entitled "Standard Guideline for the Collection and Depiction of
Existing Subsurface Utility Data".
Designation includes 2-dimensional collection of existing utilities and selected 3-dimensional verification as
needed for designation. Designation shall include electronic depths. 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.
CONSULTANT shall provide electronic depths with the designates.
A Professional Land Surveyor, registered in the State of Florida, shall sign and sea] the data provided and included
in the Verified Utility Locate Plan Sheets. All information shall be provided in the format requested 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. (Included
in 27.6)
27.12Drainage Survey NIA see section 27.6
27.13Bridge Survey (Minor/Major) — NIA
27.14Channel Survey
As directed by the COUNTY, the record Design Survey/Channel Survey shall be updated as required.
Page 50 of 66
Scope of Services Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
27.15Pond Site Survey
Two estimated pond sites. Any topography beyond provided Design survey shall be appended to existing
DTM. Establish pond bounda€y to be incorporated within R/W Map
27.16Mitigation Su€tiey—N/A
27.173urisdiction Line Survey
Wetland delineation will be updated from prior design survey, as needed.
27.18Geotechnical 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. Location of up to 40
geotechnical borings
27.19Sectional/Grant Survey
Perform field location/placement of section corners, 1/4 section corners, and fractional earners where pertinent.
Includes analysis and processing of all field -collected data and/or reports. Note: anticipate only location of section
corners located within future Iimits of construction (Government sections 6-49S-28E & 31-49S-28E). This shall
not be construed as retracement of full sections.
27.20Subdivision 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. Note: anticipate only location of platted corners located within future limits of
construction/proposed RIW (Two anticipated subdivision blocks, none east of Everglades Boulevard to be
surveyed). This shall not be construed as retracement of entire adjoining platted blocks.
27,21 Maintained R/W — NIA
27.2213oundary Survey — NIA
27.23 Water Boundary Survey
Perform Mean High Water, Ordinary High Water and Safe Upland Line surveys as required by COUNTY
standards.
27.2411ight of Way Staking, Parcel 1 Right of Way Line
Perform field staking and calculations of existing/proposed R/W lines for on -site review purposes. Field delineate
proposed R/W at 200' intervals. Does not include any effort cast of Everglades Blvd.
27.25Right of Way Monumentation (Additional Service)
Page 51 of 66
Scope of Services Project Number: 60249
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
Set R/W monumentation as depicted on final R/W maps for corridor and water retention areas. These activities
would be considered additional services to be negotiated if needed.
27.26Line Cutting
Perform all efforts required to clear vegetation from the line of sight.
27.27Work Zone Safety
Provide work zone as required by COUNTY standards.
27.28 Vegetation Survey -NIA
A separate vegetation survey is not warranted, locating topographic features within the project limits is included
in 27.6.
27.29Tree Survey -N/A
A separate tree survey is not warranted, locating canopy/drip line of groups of trees or palms within the project
limits is included in 27.6.
27.30Miscellaneous 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.
27.31 Supplemental Surveys — NIA
27.32Docuinent Research
Perform research of documentation to support field and office efforts involving surveying and mapping.
27.33Field Review
Perform verification of the field conditions as related to the collected survey data.
27.34Teelrnical Meetings
Attend meetings as required and negotiated by the COUNTY.
27.35Quality 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.
27.36Supei-vision
Page 52 of 66
Scope of Services
Project Number: 60249
CA0
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
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.
27.37Coordination
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 — NIA
29 MAPPING
The CONSULTANT will be responsible for the preparation of control survey maps, right of way maps, right of way
sketches, maintenance maps, sketches, other miscellaneous survey maps, and legal descriptions as required for this
project in accordance with all applicable FDOT Manuals, Procedures, Handbooks, COUNTY 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. The Sketch
and Description shall meet the Accuracy Standards as adopted by ALTA and ACSM and the Minimum Technical
Standards of the State of Florida in effect on the date of certification. A Closure Report will be certified by the
licensed land surveyor and submitted with or on the Sketch of Description. All Sketches accompanying Descriptions
shall include a graphical depiction of the location of all utility easements that encumber the described parcel. Sketches
shall also include a reference to the Official Records Book and page number of each utility easement depicted thereon.
Obtaining any Title Searches and associated updates that may be required is the responsibility of the COUNTY.
Master CADD File
29.1 Alignment
29.2Section and 1/4 Section Lines
29.3Subdivisions / 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 geomctiy. 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
Page 53 of 66
Scope of Services
Project Number: 60249
CAa
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
The limits of the construction DGN file as provided by the FOR will be imported or referenced to the master
CADD file. Additional labeling will be added as required. The PSM is required to advise the FOR of any noted
discrepancies between the limits of the construction line and the existing/proposed right of way lines, and for
adjusting as needed when a resolution is determined.
29.9JurisdictionallAgency Lines
These lines may include but are not limited to, jurisdictional, wetland, water boundaries, and city/county limit
lines. Sheet Files
29.IOControl Survey Cover Sheet
29.11 Control Survey Key Sheet
29.12Control Survey Detail Sheet
29.13 Right of Way Map Cover Sheet
29.14Right of Way Map Key Sheet
29,15Right of Way Map Detail Sheet
29.16Maintenance Map Cover Sheet — NIA
29.17Maintenance Map Key Sheet— NIA
29.18Maintenance Map Detail Sheet —NIA
29,19Referenee Point Street
29.2OProject 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
Miscellaneous Surveys and Sketches
29.22Pareel Sketches
29.23TIITF Sketches — NIA
29.240ther Specific Purpose Survey(s) — NIA
29.25Boundary Survey(s) Map —NIA
29.26Right of Way Monumentation Map — Additional Service
Page 54 of 66
Scope of Services Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase I1"
29.27Title Search Map
29.28Title Search Report — Provided by COUNTY
29.29Lega1 Descriptions
29.3OFinal 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 FOR to resolve any conflicts or discrepancies and provide documentation of the review.
29.31 Field Reviews
29.32Technical Meetings
29.33Quality Assurance/Quality Control
29.34Supervision
29.35Coordination
29.36Supplemental Mapping — NIA
30 TERRESTRIAL MOBILE LiDAR -NIA
31 ARCHITECTURE DEVELOPMENT —N/A
32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT —N/A
33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS— NIA
ITS analysis is included in Section 21. Signalization Analysis.
34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS —N/A
ITS plan components are included in Section 22. Signalization Plans.
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 and COUNTY 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 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.
Page 55 of 66
Scope of Services Project Number- 60249
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
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 what 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), groundwater 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 the construction documents. CONSULTANT shall
perform specialized field-testing as required by project needs and as directed in writing by the COUNTY's 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's Project Manager.
All laboratory testing and classification will be performed in accordance with applicable FDOT and 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 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. The removal limits should be confined to what is required for the construction of the interim 2-lane
Scope of Services
Page 56 of 66
Project Number: 60249
CA0
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
roadway and the ultimate stormwater pond configuration.
35.5 Coordinate and Develop TTCP for Field Investigation — NIA
35.6 Drilling Access Permits
Obtain all State, County, City, and Water Management District permits for performing geotechnical borings, as
needed,
35.7Property 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 — NIA (at Collier County Request)
35.1 OCoordination 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.
35.12Design LBR— NIA
35.I3Laboratory 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.
35.148easonal High -Water Table
Review the encountered ground water levels and estimate seasonal high ground water levels. Estimate seasonal
low ground water levels.
35.15Parameters for Water Retention Areas
Calculate parameters for water retention areas, exfiltration trenches, and/or swales.
35.16Dclineate 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. Prepare a plan view of the limits of unsuitable material.
35.17Electronic Files for Cross -Sections
Scope of Services
Page 57 of 66
Project Number: 60249
C,AQ
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
Create electronic files of boring data for crass -sections.
35.18EmbankmentSettlementand Stability
Estimate the total magnitude and time rate of embankment settlements. Calculate the factor of safety against
slope stability failure.
35.19Monitor Existing Structures —NIA
35,20Stormwater Volume Recovery and/or Background Seepage Analysis
Perform stormwater volume recovery analysis in consultation with the FOR.
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
(e.g., 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,
35.22Pavement Condition Survey and Pavement Evaluation Report — NIA
35,23Preliminary Roadway Report
The purpose of the preliminary roadway report will be to assist in setting road grades and locating potential
problems. Submit a preliminary roadway report before the 30% plans submittal, to 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.
35.24>F<inal 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.
Scope of Services
Page 58 of 66
Project Number: 60249
CAa
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
• The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY and
submit any responses and revised reports.
35.25Auger Boring Drafting
Draft auger borings as directed by the COUNTY.
35.26SPT Boring Drafting
Draft SPT borings as directed by the COUNTY.
Structures
The CONSULTANT shall be responsible for coordination of all geotechnical related field work activities. The
CONSULTANT shall retain all samples until acceptance of the construction documents. CONSULTANT shall
perform specialized field-testing as required by project needs and as directed in writing by the COUNTY's
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's Project Manager.
All laboratory testing and classification will be performed in accordance with applicable FDOT and COUNTY
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, mast arm signals, and strain
poles, include the following;
35.27Develop Detailed Boring Location Plan
Develop a detailed boring location plan. Meet with COUNTY 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,
35.28Stake Bo•ingstUtility Clearance
Stake borings and obtain utility clearance.
35.29Coot-dinate and Develop TTCP for Field Investigation
Coordinate and develop TTCP plan. All work zone traffic control will be performed in accordance with FDOT
Standard Plans Index 102 series.
35.30D011ing Access Permits
Obtain all State, County, City, and Water Management District permits for performing geotechnical borings, as
needed.
Scope of Services
Page 59 of 66
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
35.31 Property Clearances — NIA
35.32Collection of Corrosion Samples
Collect corrosion samples for determination of environmental classifications.
35.33Coordination of Field Work
Coordinate all field work required to provide geotechnical data for the project.
35,34Soil and Rock Classification — Structures
Soil profiles recorded in the field should be refined based on the results of laboratory testing.
35.35Tabulation of Laboratory Data
Laboratory test results should be tabulated for inclusion in the geotechnical report and for the necessary calculations
and analyses.
35,36Estirnate Design Groundwater Level for Structures
Review encountered groundwater levels, estimate seasonal high groundwater levels, and evaluate groundwater
levels for structure design.
35.37Selection of Foundation Alternatives (BDR) — NIA
35.38Detailed Analysis of Selected Foundation Alternate(s)
Detailed analysis and basis for the selected foundation alternative. Foundation analyses shall be performed using
approved COUNTY methods and shall include:
• GRS-IBS (including the parameters identified in the Instructions for Developmental Design Standard D6025)
• Spread footings (including soil bearing capacity, minimum footing width, and minimum embedment depth).
• For pile and drilled shaft foundations, provide graphs of ultimate axial soil resistance versus tip elevations.
Calculate scour resistance and/or downdrag (negative skin friction), if applicable.
• CONSULTANT shall assist the Engineer of Record in preparing the Pile Data Table (including test pile
lengths, scour resistance, downdrag, minimum tip elevation, etc,)
• Provide the design soil profile(s), which include the soil model/type of each layer and all soil -engineering
properties required for the Engineer of Record to run the FBPier computer program. Review lateral analysis
of selected foundation for geotechnical compatibility,
• Estimated maximum driving resistance anticipated for pile foundations,
• Provide settlement analysis.
35.39Bridge Construction and Testing Recommendations
Provide construction and testing recommendations including potential constructability problems.
35.40Lateral Load Analysis
Page 60 of 66
Scope of Services Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase I1"
Perform lateral load analyses as directed by the COUNTY.
35.41 Walls -NIA
35.42Sheet Pile Wall Analysis — NIA
35.43Design Soil Parameters for 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.
35.44Box Culvert Analysis — NIA
35.45Preliminary Report
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 FDOT'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.
35.46Final Report - Bridge
35.47Final Reports - Signals
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 MOT or COUNTY Standard
specifications.
• 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. The final report and special provisions will be signed and scaled by a Professional
Engineer licensed in the State of Florida. These reports will be submitted to the COUNTY for review prior to
Scope of Services
Page 61 of 66
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase II"
project completion. After review by the COUNTY, the reports will be submitted to the COUNTY in final
form and will include the following:
All original plan sheets (I V x 1,7)
• One set of all plan and specification documents, in electronic format, according to COUNTY requirements
• All reference and support documentation used in preparation of contract plans package.
35.48SPT 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 FDOT Soils and Foundations Handbook,
35.490ther Geoteelinical — NIA
35.50Technical Special Provisions and Supplemental Terms and Conditions — NIA
3 5.5 1 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.
35.52Technical Meetings
35,53Quality Assurance/Quality Control
35.54Supervision
35.55Coot-dination
36 3D MODELING — NIA
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 receive advice from various state, regional, and local agencies, the final direction on all matters of this
project remains with the COUNTY Project Manager.
37.2Key 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 the COUNTY.
37.3 Progress Reporting
The CONSULTANT shall meet with the COUNTY as required and shall provide a written monthly progress report
Page 62 of 66
Scope of Services
Project Number: 60249
CAQ
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase Il"
that describes the work performed on each task. The Project Manager will make a judgment on whether work of
sufficient quality and quantity has been accomplished by comparing the reported percent complete against actual
work accomplished.
37ACorrespondence
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.
37.5Professional Endorsement
Titre CONSULTANT shall have a Licensed Professional Engineer in the State of Florida sign and sea] all reports,
documents, Technical Special Provisions and Supplemental Terms and Conditions, 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 FDOT's CADD Manual, The CONSULTANT
shall submit final documents and files as described therein or as amended by this Scope of Services.
37.7Coordination 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.
37.8Optional/Additional Serviees
Optional Services:
At the COUNTY's option, the CONSULTANT may be requested to provide Optional Services included
in the Contract Documents and listed in Schedule B.
Optional Services: Include the following items which were previously mentioned in the Scope of Services:
• Section 2.10 Survey (Subsurface Utility Exploration):
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.) in areas that work will be performed. Proposed SUE locations must be
approved by the COUNTY prior to authorization of this task.
• Section 3,13 Acquisition assistance to Appraiser
The CONSULTANT shall provide assistance to the Appraiser through an early coordination meeting
as well as parcel specific briefings to relay design decisions to date.
• Section 3.14 Acquisition assistance to R/W Agent
The CONSULTANT shall provide assistance and FOR support to the R/W Agent during the initial
offer process to relay design decisions to date, as well as to provide input regarding property owner
requests/concerns during the proposed acquisition process.
Scope of Services
Page 63 of 66
Project Number: 60249
DAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase I1"
Section 8.15 Archaeological and Historic Resources
The CONSULTANT shall collect data necessary to completely analyze the impacts, due to the
proposed undertaking, to all cultural and historic resources, and update the Cultural Resource
Assessment Survey Report completed in 2008, in accordance with Part 2, Chapter 8 of the PD&E
Manual and the FDOT's Cultural Resource Management Handbook. All work shall be conducted by
a professional qualified under the provisions of 36 CFR 61 and in compliance with the provisions
contained in Chapter 267, Florida Statutes, as appropriate for compliance with a Phase I Cultural
Resource Survey.
This includes background research, archaeological and historical field surveys, preparation of Florida
Master Site File (FMSF) forms as needed, along with the preparation of appropriate documentation.
The archaeological survey will consist of a visual reconnaissance and excavate the appropriate number
of test pits. The historic survey will identify historic resources within the project APE, both previously
recorded and newly identified. A FMSF form shall be prepared for all newly identified and an updated
form prepared for previously recorded resources that have not been evaluated by the SHPO or that
have been substantially altered since they were recorded. Enough data shall be collected to document
the significance of each in terms of eligibility for listing in the NRHP. The CRAS update shall be
prepared with appropriate documentation detailing the results of the survey and final assessments of
resource significance.
Additional Services:
Additional Services may include, but are not limited to the following sections:
• Section 2.3 Utilities Coordination
Additionally, the designer shall identify Collier County -owned facilities, such as CCWSD. Design,
relocation, or modification to these existing facilities would be considered an additional service, if
required.
Section 3.1.8 PowerPoint Presentations
The CONSULTANT shall prepare up to three (3) PowerPoint presentations if requested by the
COUNTY. These activities would be considered additional services to be negotiated if needed.
Section 3.7 Plans Update
The effort needed for Plans Updates 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'.
This scope item is considered an Additional Services 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. When applicable, the staff hourly rates established in the contract shall be utilized for fee
determination.
Section 5.23 Environmental Detail Sheets
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
Scope of Services
Page 64 of 66
Project Number: 60249
CAO
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase 1I"
applicable, These activities would be considered additional services to be negotiated if needed.
• Section 6a DRAINAGE ANALYSIS
Once the drainage system is accepted and approved by the SFWMD, and the Notice of Intent to
Permit from SFWMD is received, any changes to the system requested by the COUNTY, shall be
considered as Additional Services.
Section 7 UTILITIES (New Utility Design, or Relocation of Existing Utilities)
The CONSULTANT shall identify utility facilities and plans from the Utility Agency Owners (UAO)
ensuring all conflicts that exist between utility facilities and the COUNTY's proposed construction
project are identified. The CONSULTANT will coordinate with Collier County Water and Sewer
District (CCWSD) Utilities to identify any potential new utilities. If new utility design, or relocation
of existing utilities are required it shall be incorporated in this scope of services as an Additional
Service to be negotiated if needed,
• Section 8.16 Contamination Impact Analysis (Level II Assessment)
Level II assessment services are not included in this scope and would be considered Additional
Services to be negotiated if warranted. If contamination is identified within the limits of construction,
the CONSULTANT shall coordinate with the COUNTY to properly mark identified contamination
areas in the plans and develop specifications as appropriate.
Section 27.10 Underground Utilities
This scope item is considered an Additional 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.
The CONSULTANT's approach to practicing SUE shall be consistent with the American Society of
Civil Engineers (ASCE) Standard (CIIASCE 38-02) entitled "Standard Guideline for the Collection
and Depiction of Existing Subsurface Utility Data".
Designation includes 2-dimensional collection of existing utilities and selected 3-dimensional
verification as needed for designation. Designation shall include electronic depths. 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. CONSULTANT shall provide electronic depths with the
designates.
A Professional Land Surveyor, registered in the State of Florida, shall sign and seal the data provided
and included in the Verified Utility Locate Plan Sheets. All information shall be provided in the format
requested by the COUNTY.
Page 65 of 66
Scope of Services Project Number: 60249
Request for Professional Services (RPS) # 22-8053
"Design Services for Vanderbilt Beach Road Extension Phase I1"
Section 27.25 Right of Way Monumentation
Set R/W monumentation as depicted on final R/W maps for corridor and water retention areas. These
activities would be considered additional services to be negotiated if needed.
Page 66 of 66
Scope of Services Project Number: 60249
SCHEDULE B
BASIS OF COMPENSATION
1. MONTHLY STATUS REPORTS
B.1.1. As a condition precedent to payment, CONSULTANT shall submit to the COUNTY as part of
its monthly invoice a progress report reflecting the Project status, in terms of the total work effort
estimated to be required for the completion of the Basic Services and any authorized Additional
Services, as of the last day of the subject monthly billing cycle. Among other things, the report shall
show all Service items and the percentage complete of each item.
2. COMPENSATION TO CONSULTANT
B.2.1. For the Basic Services provided for in this Agreement, the COUNTY agrees to make the
payments to CONSULTANT in accordance with the terms stated below. Payments will be made in
accordance with the following Schedule; however, the payment of any particular line item noted below
shall not be due until services associated with any such line item have been completed or partially
completed to the COUNTY's reasonable satisfaction. Lump sum payments will be made upon the
percentage complete. In no event shall such Time and Materials compensation exceed the amounts
set forth in the table below.
TasksiItem
Description
Lump Sum
Time and
Materials
Nat -To -Exceed
1
30% Submittal
$ 627,843.58
$
2
60% Submittal
$449,386.75
$
3
90% Submittal
$ 339,067.98
$
4
Final Design
$ 206,036.52
$
5
Post Design Services
$
$ 81,891.37
6
FOR Acquisition assistance to Appraiser (Optional Service)
$
$ 22,050.00
7
FOR Acquisition assistance to RIW Agent (Optional Service)
$
$22,400.00
8
Subsurface Utility Exploration (Optional Service)
$
$17,086.00
9
Cultural Resource Assessment Study (Optional Service)
$
$18,507.00
$
$
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CAO
$
$
$
$
Total Lump Sum Fee
$ 1,622,334.83
Total Time and Materials Fee
$161,934.37
GRAND TOTAL FEE
$1,784.269.20
B.2.2. Fml* Time and Material Fees: The fees noted in Section B.2.1. shall constitute the amounts to be
paid to CONSULTANT for the performance of the Basic Services. Direct Labor Costs mean the actual
salaries and wages (basic, premium and incentive) paid to CONSULTANT's personnel, with respect to this
Project, including all indirect payroll related costs and fringe benefits, all in accordance with and not in
excess of the rates set forth in the Attachment 1 to this Schedule B. With each monthly Application for
Payment, CONSULTANT shall submit detailed time records, and any other documentation reasonably
required by the COUNTY, regarding CONSULTANT's Direct Labor Costs incurred at the time of billing, to
be reviewed and approved by the COUNTY. There shall be no overtime pay without the COUNTY's prior
written approval.
B.2.2.1. Notwithstanding anything herein to the contrary, in no event may CONSULTANT's monthly
billings, on a cumulative basis, exceed the sum determined by multiplying the applicable not to exceed
task(s) limits by the percentage the COUNTY has determined CONSULTANT has completed such task as
of that particular monthly billing.
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Cam,,\()
13.2.3. M_1* Lump Sum Fees: The fees noted in Section 2.1. shall constitute the lump sum amount to be
paid to CONSULTANT for the performance of the Basic Services. There shall be no overtime pay without
the COUNTY's prior written approval.
8.2.3.1 CONSULTANT shall submit, with each of the monthly status reports provided for under
Section B.1.1 of this Schedule B, an invoice for fees earned in the performance of Basic Services and
Additional Services during the subject billing month.
8.2.4. For Additional Services provided pursuant to Article 2 of the Agreement, if any, the COUNTY agrees
to pay CONSULTANT a negotiated total fee and Reimbursable Expenses based on the services to be
provided and as set forth in the Amendment authorizing such Additional Services. The negotiated fee shall
be based upon the rates specified in Attachment 1 to this Schedule B and all Reimbursable Expenses shall
comply with the provision of Section 3.4.1 below. There shall be no overtime pay on Additional Services
without the COUNTY's prior written approval.
B.2.5. The compensation provided for under Section B.2.1 of this Schedule B, shall be the total and
complete amount payable to CONSULTANT for the Basic Services to be performed under the provisions
of this Agreement, and shall include the cost of all materials, equipment, supplies and out-of-pocket
expenses incurred in the performance of all such services.
B.2.6. Notwithstanding anything in the Agreement to the contrary, CONSULTANT acknowledges and
agrees that in the event of a dispute concerning payments for Services performed under this Agreement,
CONSULTANT shall continue to perform the Services required of it under this Agreement, as directed by
the COUNTY, pending resolution of the dispute provided that the COUNTY continues to pay to
CONSULTANT all amounts that the COUNTY does not dispute are due and payable.
3. SCHEDULE OF PAYMENTS
B.3.1. Notwithstanding anything herein to the contrary, the CONSULTANT shall submit no more than one
invoice per month for all fees earned that month for both Basic Services and Additional Services. Invoices
shall be reasonably substantiated, identify the services rendered and must be submitted in triplicate in a
form and manner required by the COUNTY.
B.3.1.1 Payments will be made for services furnished, delivered, and accepted, upon receipt and
approval of invoices submitted on the date of services or within six (6) months after completion of contract.
Any untimely submission of invoices beyond the specified deadline period is subject to non-payment under
the legal doctrine of `lathes" as untimely submitted. Time shall be deemed of the essence with respect to
the timely submission of invoices under this Agreement.
B.3.2. Invoices not properly prepared (mathematical errors, billing not reflecting actual work done, no
signature, etc.) shall be returned to CONSULTANT for correction. Invoices shall be submitted on
CONSULTANT's letterhead and must include the Purchase Order Number and Project name and shall not
be submitted more than one time monthly.
B.3.3. Payments for Additional Services of CONSULTANT as defined in Article 2 hereinabove and for
reimbursable expenses will be made monthly upon presentation of a detailed invoice with supporting
documentation.
B.3.4. Unless specific rates have been established in Attachment 1, attached to this Schedule B,
CONSULTANT agrees that, with respect to any subconsultant or subcontractor to be utilized by
CONSULTANT for this Agreement or Additional Services, CONSULTANT shall be limited to a maximum
markup of five percent (5%) on the fees and expenses associated with such subconsultants and
subcontractors.
B.3.4.1 Reimbursable Expenses must comply with §112.061, Fla. Stat., or as set forth in the
Agreement, be charged without mark-up by the CONSULTANT, and shall consist only of the following
items:
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P5A_CCNA Single Project Agreement [2022_ver.II
CAO
B.3.4.1.1. Cost for reproducing documents that exceed the number of documents
described in this Agreement and postage and handling of Drawings and Specifications.
133.4,1.2, Travel expenses reasonably and necessarily incurred with respect to Project
related trips, to the extent such trips are approved by the COUNTY. Such expenses, if approved by the
COUNTY, may include coach airfare, standard accommodations and meals, all in accordance with
§112.061, Fla. Stat. Further, such expenses, if approved by the COUNTY, may include mileage for trips
that are from/to destinations outside of Collier or Lee Counties. Such trips within Collier and Lee Counties
are expressly excluded.
B.3.4.1.3. Permit Fees required by the Project.
B.3.4.1.4. Expense of overtime work requiring higher than regular rates approved in
advance and in writing by the COUNTY.
B.3.4.1.5. Expense of models for the County's use.
B.3.4.1.6. Other items on request and approved in writing by the COUNTY.
B.3.4.1.7. The CONSULTANT shall bear and pay all overhead and other expenses, except
for authorized reimbursable expenses, incurred by CONSULTANT in the performance of the Services.
B.3.4.1.8. Records of Reimbursable Expenses shall be kept on a generally recognized
accounting basis.
B,3.5. The CONSULTANT shall obtain the prior written approval of the COUNTY before incurring any
reimbursable expenses, and absent such prior approval, no expenses incurred by CONSULTANT will be
deemed to be a reimbursable expense.
[END OF SCHEDULE B]
REMAINDER OF PAGE INTENTIONALLY LEFT BLANK
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PSA_CCNA Single Project Agreement [2022_ver.l]
A ()
SCHEDULE B — ATTACHMENT 1
CONSULTANT'S HOURLY RATE SCHEDULE
Title
Hourly Rate
Principal
$238
Senior Pro'ect Manager
$201
Pro'ect Manager
$165
Senior Engineer
$175
Engineer
$136
Senior Inspector
$117
Inspector
$96
Senior Planner
$164
Planner
130
Senior Designer
$128
Designer
$109
Environmental Specialist
$120
Senior Environmental Specialist
$156
Scientist/Geologist
$115
Senior Scientist/Geologist
$156
Marine Biolo ist/H dro Bolo ist
$133
Senior Marine Biolo ist/H dro Bolo ist
$169
Senior GIS Specialist
$149
GIS Specialist
$114
Clerical/Administrative
$73
Senior Technician
$102
Technician
$83
Surveyor and Mapper
$142
CADD Technician
$95
Survey Crew - 2 man
$152
Survey Crew - 3 man
$185
Survey Crew 4 man
$218
Senior Architect
177
Architect
$148
The above hourly rates are applicable to Time and Materials task(s) only. The above list may not be
all inclusive. Additional hourly rates for other personnel may be added via an Amendment upon mutual
agreement in advance and in writing by the parties. For Grant Funded Proiects the above hourly
rates are for purposes of providing estimate(s), as required by the grantor agency.
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PSA CCNA Single Project Agreement [2022_ver.I ]
SCHEDULE C
PROJECT MILESTONE SCHEDULE
Task/Item
Description
Number of Calendar Days
For Completion of Task
from Date of Notice to
Proceed
1
30% Submittal
180
2
60% Submittal
300
3
90% Submittal
400
4
Final Submittal
480
5
Post Design Services
1205
6
FOR Acquisition assistance to Appraiser (Optional Service)
TBD
7
FOR Acquisition assistance to RM Agent (Optional Service)
TBD
8
Subsurface Utility Exploration (Optional Services)
TBD
9
Cultural Resource Assessment Study (Optional Service)
TBD
Page 23 of 34
PSA_CCNA Single Project Agreement [2022_ver.I]
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SCHEDULE D
INSURANCE COVERAGE
1. The amounts and types of insurance coverage shall conform to the following minimum
requirements with the use of Insurance Services Office (ISO) forms and endorsements or their
equivalents. If CONSULTANT has any self -insured retentions or deductibles under any of the below
listed minimum required coverages, CONSULTANT must identify on the Certificate of Insurance the
nature and amount of such self -insured retentions or deductibles and provide satisfactory evidence of
financial responsibility for such obligations. All self -insured retentions or deductibles will be
CONSULTANT's sole responsibility.
2. The insurance required by this Agreement shall be written for not less than the limits specified
herein or required by law, whichever is greater.
3. Coverages shall be maintained without interruption from the date of commencement of the
services until the date of completion and acceptance of the Project by the COUNTY or as specified in
this Agreement, whichever is longer.
4. Certificates of insurance acceptable to the COUNTY shall be filed with the COUNTY within ten
(10) calendar days after Notice of Award is received by CONSULTANT evidencing the fact that
CONSULTANT has acquired and put in place the insurance coverages and limits required hereunder.
In addition, certified, true and exact copies of all insurance policies required shall be provided to the
COUNTY, on a timely basis, if requested by the COUNTY. Such certificates shall contain a provision
that coverages afforded under the policies will not be canceled or allowed to expire until at least thirty
(30) days prior written notice has been given to the COUNTY. CONSULTANT shall also notify the
COUNTY, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration,
cancellation, non -renewal or material change in coverages or limits received by CONSULTANT from
its insurer, and nothing contained herein shall relieve CONSULTANT of this requirement to provide
notice. In the event of a reduction in the aggregate limit of any policy to be provided by CONSULTANT
hereunder, CONSULTANT shall immediately take steps to have the aggregate limit reinstated to the
full extent permitted under such policy.
5. All insurance coverages of the CONSULTANT shall be primary to any insurance or self-
insurance program carried by the COUNTY applicable to this Project.
6. The acceptance by the COUNTY of any Certificate of Insurance does not constitute approval
or agreement by the COUNTY that the insurance requirements have been satisfied or that the
insurance policy shown on the Certificate of Insurance is in compliance with the requirements of this
Agreement.
7. CONSULTANT shall require each of its subconsultants to procure and maintain, until the
completion of the subconsultant's services, insurance of the types and to the limits specified in this
Section except to the extent such insurance requirements for the subconsultant are expressly waived
in writing by the COUNTY.
8. Should at any time the CONSULTANT not maintain the insurance coverages required herein,
the COUNTY may terminate the Agreement or at its sole discretion shall be authorized to purchase
such coverages and charge the CONSULTANT for such coverages purchased. If CONSULTANT fails
to reimburse the COUNTY for such costs within thirty (30) days after demand, the COUNTY has the
right to offset these costs from any amount due CONSULTANT under this Agreement or any other
agreement between the COUNTY and CONSULTANT. The COUNTY shall be under no obligation to
Page 24 of 30
PSA_CCNA Single Project Agreement [2022_ver.I I
purchase such insurance, nor shall it be responsible for the coverages purchased or the insurance
company or companies used. The decision of the COUNTY to purchase such insurance coverages
shall in no way be construed to be a waiver of any of its rights under the Agreement.
9. If the initial, or any subsequently issued Certificate of Insurance expires prior to the completion
of the services required hereunder or termination of the Agreement, the CONSULTANT shall furnish
to the COUNTY, in triplicate, renewal or replacement Certificate(s) of Insurance not later than three
(3) business days after the renewal of the policy(ies). Failure of the Contractor to provide the COUNTY
with such renewal certificate(s) shall be deemed a material breach by CONSULTANT and the
COUNTY may terminate the Agreement for cause.
Sections checked ( 0 ) are required by this Agreement.
10. X WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY. Workers' Compensation
and Employers' Liability Insurance shall be maintained by the CONSULTANT during the term of this
Agreement for all employees engaged in the work under this Agreement in accordance with the laws
of the State of Florida. The amounts of such insurance shall not be less than:
a. Worker's Compensation - Florida Statutory Requirements
b. Employers' Liability - The coverage must include Employers' Liability with a minimum limit of
$ 500,000 for each accident.
The insurance company shall waive all claims rights against the COUNTY and the policy shall be so
endorsed.
44, ❑ I Inner States Longshoreman's and Mar %or WeFker's Ant GGvefage shall e maintained
wheFe able to thpsemp
$ Per��aiM/�ionli"�rr� n�e .
'- ❑ Mafffi e mover -age ( ones Ant) droll b- aiRtained where ennlinahl�le to the GoKppletion-of
shall have minimurA limits of $ ReF rFeFe
13. ❑■ COMMERCIAL GENERAL LIABILITY.
A. Commercial General Liability Insurance, written on an "occurrence" basis, shall be
maintained by the CONSULTANT. Coverage will include, but not be limited to, Bodily Injury, Property
Damage, Personal Injury, Contractual Liability for this Agreement, Independent Contractors, Broad
Form Property Damage including Completed Operations and Products and Completed Operations
Coverage. Products and Completed Operations coverage shall be maintained for a period of not less
than five (5) years following the completion and acceptance by the COUNTY of the work under this
Agreement. Limits of Liability shall not be less than the following:
Coverage shall have minimum limits of $1,000,000 Per Occurrence, $ 2,000,000
aggregate.
B. The General Aggregate Limit shall apply separately to this Project and the policy shall be
endorsed using the following endorsement wording. "This endorsement modifies insurance provided
under the following: Commercial General Liability Coverage Part. The General Aggregate Limit under
LIMITS OF INSURANCE applies separately to each of your projects away from premises owned by
or rented to you." Applicable deductibles or self -insured retentions shall be the sole responsibility of
CONSULTANT. Deductibles or self -insured retentions carried by the CONSULTANT shall be subject
to the approval of the Risk Management Director or his/her designee.
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PSA_CCNA Single Project Agreement [2022_ver.11
R ., AQ
14. Collier County Board of County Commissioners shall be listed as the Certificate Holder and
included as an "Additional Insured" on the Insurance Certificate for Commercial General Liability where
required. The 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 Contractor's policy shall
be endorsed accordingly. Contractor shall ensure that all subcontractors comply with the same
insurance requirements that the Contractor is required to meet.
❑ T^: ter r f#„ -Liability--Geveragr �,"Ta b� ed—hpy—the r_ nnl I rnJJI or the
7 'unit.' of not less than tTh,'.� rOfflMeMial Genera -Dahill y-444t—hen
&dbpaFagFap�pve if of a p iinah���l �ornptiion of
the Se riees-i:mder this Agreement.
46-. ❑ A4re-fa#1—Liafa111.
Coverage s i—be a died by the CONSULTANT a e
SUBGONSWIJANT in limits of not less thari $6,9 0,000 eh eBWFFenee--if -pplie.,hle to the
e
17. 0 BUSINESS AUTOMOBILE LIABILITY INSURANCE. Coverage shall have minimum limits
of $ 500,000 Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property
Damage Liability, This shall include: Owned Vehicles, Hired and Non -Owned Vehicles and
Employee Non -The ownership.
4-8- ❑ TC�OLOGY ERRORS AND-OWWONS INSUR CE. oyerag h'�IrtcatHiave
Mir, M r.f,itS Of $ R_1 UGGG-11—Ee-
4-8- ❑CYBER INSURANCE. Coverage shalam„-hRirneea-limits of $ Per
OGOUFFeRGe
W. ❑ UMBRELLA 61A131611TY.
A Umbrella t iaWy-ma"e maintaied a parth of the liabihty4nsufanGe of the P`QNS II TANT
and, -rso, suc'rr W, cTvrrn--veTeral Liability, and
A. t-em,ab,J pp ,pp er'.in r5r! shallall. ageB eyAng fgp
B. T L,cepFvoI�a +t..i in o event of the '—T'M"t RtLft ,
{t due to the payment .f, elaims the 11 bFella peke 4[Fopdown"to apply asq�
fnSUrai�ee: h
21. 0 PROFESSIONAL LIABILITY INSURANCE.
A. Professional Liability: Shall be maintained by the CONSULTANT to ensure its legal
liability for claims arising out of the performance of professional services under this Agreement.
CONSULTANT waives its right of recovery against COUNTY as to any claims under this insurance.
Such insurance shall have limits of not less than $1,000,000 each claim and aggregate.
B. Any deductible applicable to any claim shall be the sole responsibility of the
CONSULTANT. Deductible amounts are subject to the approval of the COUNTY.
C. The CONSULTANT shall continue this coverage for this Project for a period of not less
than five (5) years following completion and acceptance of the Project by the COUNTY.
D. The policy retroactive date will always be prior to the date services were first performed
by CONSULTANT or the COUNTY, and the date will not be moved forward during the term of this
Agreement and for five years thereafter. CONSULTANT shall promptly submit Certificates of
Page 26 of 30
PSA_CCNA Single: Project Agreement [2022_ver.1]
Z IL`1.(_)
Insurance providing for an unqualified written notice to the COUNTY of any cancellation of coverage
or reduction in limits, other than the application of the aggregate limits provision. In addition,
CONSULTANT shall also notify the COUNTY by certified mail, within twenty-four (24) hours after
receipt, of any notices of expiration, cancellation, non -renewal or material change in coverages or
limits received by CONSULTANT from its insurer. In the event of more than a twenty percent (20%)
reduction in the aggregate limit of any policy, CONSULTANT shall immediately take steps to have the
aggregate limit reinstated to the full extent permitted under such policy. CONSULTANT shall promptly
submit a certified, true copy of the policy and any endorsements issued or to be issued on the policy
if requested by the COUNTY.
22. VALUABLE PAPERS INSURANCE.
In the sole discretion of the COUNTY, CONSULTANT may be required to purchase valuable
papers and records coverage for plans, specifications, drawings, reports, maps, books, blueprints,
and other printed documents in an amount sufficient to cover the cost of recreating or reconstructing
valuable papers or records utilized during the term of this Agreement.
23. PROJECT PROFESSIONAL LIABILITY.
A. If the COUNTY notifies CONSULTANT that a project professional liability policy will be
purchased, then CONSULTANT agrees to use its best efforts in cooperation with the COUNTY and
the COUNTY's insurance representative, to pursue the maximum credit available from the
professional liability carrier for a reduction in the premium of CONSULTANT's professional liability
policy. If no credit is available from CONSULTANT's current professional policy underwriter, then
CONSULTANT agrees to pursue the maximum credit available on the next renewal policy, if a renewal
occurs during the term of the project policy (and on any subsequent professional liability policies that
renew during the term of the project policy). CONSULTANT agrees that any such credit will fully
accrue to the COUNTY. Should no credit accrue to the COUNTY, the COUNTY and CONSULTANT,
agree to negotiate in good faith a credit on behalf of the COUNTY for the provision of project -specific
professional liability insurance policy in consideration for a reduction in CONSULTANT's self -insured
retention and the risk of uninsured or underinsured consultants.
B. The CONSULTANT agrees to provide the following information when requested by the
COUNTY or the COUNTY's Project Manager:
1. The date the professional liability insurance renews.
2. Current policy limits.
3. Current deductibles/self-insured retention.
4. Current underwriter.
5. Amount (in both dollars and percent) the underwriter will give as a credit if the policy is
replaced by an individual project policy.
6. Cost of professional insurance as a percent of revenue.
7. Affirmation that the design firm will complete a timely project errors and omissions
application.
C. If the COUNTY elects to purchase a project professional liability policy, CONSULTANT
to be insured will be notified and the COUNTY will provide professional liability insurance, naming
CONSULTANT and its professional subconsultants as named insureds.
[END OF SCHEDULE D]
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PSA_CCNA Single Project Agreement [2422 ver. l ]
CAi)
SCHEDULE E
TRUTH IN NEGOTIATION CERTIFICATE
In compliance with the Consultants' Competitive Negotiation Act, Section 287.056, Florida
Statutes, Kimley- Horn and Associates, Inc. _(company's name)
hereby certifies that wages, rates and other factual unit costs supporting the compensation for the
services of the CONSULTANT to be provided under the Professional Services Agreement, concerning
" Design Services for Vanderbilt Beach Road Extension Phase II
"nroiect" is
accurate, complete and current as of the time of c
DATE: to 20 2
Page 28 of 30
PSA_CCNA Single Project Agreement (2022 ver.l )
CAO
SCHEDULEF
KEY PERSONNEL
Name
Personnel Category
Percentage of
Time
Gary Nadeau, P.E.
Principal
1.0%
Richard Arico, P.E.
Senior Project Manager
10.0%
Faisal Awan, P.E.
Senior Engineer
8.0%
Mo Ansari, P.E.
Senior Engineer
2.0%
Ian Rairdan P.E.
Senior Engineer
2.0%
Victor Gallo P.E.
Senior Engineer
4.6%
Joe Roberts, P.E.
Senior Engineer
2.9%
Josh Davis, P.E.
Engineer
3.0%
Katie Gleason, P.E.
Engineer
8.0%
Jacob Lennertz, P.E.
Engineer
3.0%
Jacob Rehm, E.I.
Engineer
7.0%
Austin Decker, E.I.
Engineer
7.0%
Tomas Acuna, E.I.
Engineer
6.9%
Sarah Johnson, C.E.
Senior Environmental Specialist
4.1%
Ja an Katkuri, P.E.
Principal
5.0%
Kashif Iftikhar, P.E.
Senior Engineer
2.0%
Muhammad Naseer, E.I.
Engineer
3.3%
Mark Novak, P.E.
Senior Engineer
8.2%
Michael Ward, PLS
Surveyor and Mapper
12.0%
TOTAL
100.0%
Page 29 of 30
PSA CCNA Single Project Agreement [2022_ver.I ]
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Other:
SCHEDULE G
(Description)
❑ following this page (pages through )
0 this schedule is not applicable
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PSA_CCNA Single Project Agreement [2022_ver.I ]
c_'A(1)