#21-7862 (Kisinger Campo, & Associates, Corp)PROFESSIONAL SERVICES AGREEMENT
Contract # 21-7862
for
DESIGN SERVICES FOR AIRPORT ROAD WIDENING
THIS AGREEMENT is made and entered into this I `� day of �Qkwda✓y 20 a3 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
KISINGER CAMPO & ASSOCIATES, CORP. authorized to
do business in the State of Florida, whose business address is
One Tampa City Center, 201 N. Franklin Street, STE 400, Tampa FL 33602 (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 AIRPORT ROAD WIDENING"
(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 Jesse Gill, PE 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:
IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF
CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE
PUBLIC RECORDS RELATING TO THIS CONTRACT, 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: PublicRecordReg uest(aD-colIiercountyfl.gov
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. ❑■ Grant Funded: The hourly rates as set forth and identified in Schedule B, which is attached
hereto, are for purposes of providing estimate(s), as required by the grantor agency.
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 date 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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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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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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PSA_CCNA Single Project Agreement [2022 ver.I
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 Director: Jay Ahmad, P.E., Transportation Engineering
Address: 2885 Horseshoe Drive S
Naples. FL 34104
Administrative Agent/PM: Bee Thao, P.E., Sr. Protect Manager
Telephone: (239) 252-5844
E-Mail(s): Bee.Thao(a Col lierCountyFL.Gov
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: KISINGER CAMPO & ASSOCIATES, CORP.
Address: 13461 Parker Commons Boulevard, Suite 104
Ft. Myers, FL 33912
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PSA_CCNA Single Project Agreement [2022_ver.1]
CAS
Attention Name & Title: Jesse Gill, PE
Telephone: (239) 278-5999
E-Mail(s): 0gillCoD-kcaeng.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: Grant Certifications and Assurances
Solicitation # 21-7862 , including all Attachment(s), Exhibit(s) & Addendum
Consultant's Proposal
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PSA_CCNA Single Project Agreement [2022_ver.I]
17.10. Grant Funded Projects (only applicable to Grant funded projects): 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 AGREEMENT/PUBLIC 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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PSA_CCNA Single Project Agreement [2022_ver.1]
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.1]
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 Comptroil'er
0
Dal
roved t r :Legality:
County Attorney
Name
Consultant's Witnesses:
{
Witness
l c Yi S IMcw r 1 re Mr-Aajcr
BOARD OF COUNTY COMMISSIONERS FOR
COLLIER COUNTY, FLORIDA
IS
Rick LoCastro, Chairman
Consultant:
KISINGER CAMPO & ASSOCIATES, CORP.
By:
Paul G. Foley, PE, CEO / President
Name and Title J Name and Title
Wi es L
Name and Title
Page 16 of 30
PSA_CCNA Single Project Agreement [2022_ver.11
4
EO
SCHEDULE A
SCOPE OF SERVICES
followingthis page 1 75
p g (pages through _)
G
Page 17 of 30
PSA_CCNA Single Project Agreement [2022_ver.11
EXHIBIT A
SCOPE OF SERVICES
FOR
RPS NO.21-7862
DESIGN SERVICES FOR AIRPORT ROAD WIDENING
COUNTY PROJECT NO. 60190
CA0
TABLE OF CONTENTS
1 PURPOSE....................................................................................................................................4
2 PROJECT DESCRIPTION..........................................................................................................5
3 PROJECT COMMON AND PROJECT GENERAL TASKS..................................................20
4 ROADWAY ANALYSIS..........................................................................................................27
5 ROADWAY PLANS.................................................................................................................30
6aDRAINAGE ANALYSIS..........................................................................................................
32
6bDRAINAGE PLANS.................................................................................................................
34
7 UTILITIES.................................................................................................................................35
8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES .........................37
9 STRUCTURES -SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS ........42
10 STRUCTURES - BRIDGE DEVELOPMENT REPORT—N/A...............................................43
11 STRUCTURES - TEMPORARY BRIDGE—N/A....................................................................43
12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE — N/A..............................................43
13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE — N/A..........................................43
14 STRUCTURES - STRUCTURAL STEEL BRIDGE — N/A.....................................................43
15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE — N/A..............................................43
16 STRUCTURES - MOVABLE SPAN - N/A..............................................................................43
17 STRUCTURES - RETAINING WALLS.................................................................................43
18 STRUCTURES - MISCELLANEOUS.....................................................................................44
19 SIGNING AND PAVEMENT MARKING ANALYSIS..........................................................46
20 SIGNING AND PAVEMENT MARKING PLANS.........................................................:.......47
21 SIGNALIZATION ANALYSIS................................................................................................47
22 SIGNALIZATION PLANS.......................................................................................................
53
23 LIGHTING ANALYSIS............................................................................................................54
24 LIGHTING PLANS...................................................................................................................55
25 LANDSCAPE ANALYSIS.......................................................................................................
56
26 LANDSCAPE PLANS — N/A....................................................................................................
56
27 SURVEY....................................................................................................................................56
28 PHOTOGRAMMETRY(N/A)..................................................................................................61
Scope of Services Page A-2 Project Number: 60190 {
LPG
29 MAPPING — N/A....................................................................................................................... 61
30 TERRESTRIAL MOBILE LiDAR — N/A................................................................................61
31 ARCHITECTURE DEVELOPMENT — N/A............................................................................ 61
32 HIGHWAY TRAFFIC NOISE STUDY AND NOISE BARRIER DESIGN .........................61
33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS.............................................64
34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS .................................................... 66
35 GEOTECHNICAL.....................................................................................................................68
36 3D MODELING — N/A..............................................................................................................74
37 PROJECT REQUIREMENTS...................................................................................................74
Scope of Services Page A-3 Project Number: 60190
SCOPE OF SERVICES FOR CONSULTING ENGINEERING SERVICES
HIGHWAY AND BRIDGE/STRUCTURAL DESIGN
This Exhibit and the details of the supporting staff hour spreadsheet form an integral part of the
agreement between the Collier County Board of County Commissioners (hereinafter referred to as
the COUNTY) and Kisinger Campo and Associates, Inc. (hereinafter referred to as the
CONSULTANT) relative to the transportation facility described as follows:
County Project Number: 60190
Related FDOT FPID(s): 440441-1-34-01
Federal Aid Project No.: N/A
Project Description: Airport Road Six -Lane Widening from Vanderbilt Beach Road to
Immokalee Road, Collier County
Bridge No(s).: N/A
Railroad Crossing No.: N/A
Context Classification: C4-Urban General
Design Speed: 45 mph
1 PURPOSE
The purpose of this Exhibit is to describe the scope of work and the responsibilities of the
CONSULTANT and the COUNTY in connection with the design and preparation of a complete set
of construction contract documents and incidental engineering services, as necessary, for
improvements related to the modification of Airport Road from 4 lanes to 6 lanes from Vanderbilt
Beach Road to Immokalee Road.
• Major work groups include:
o 3.1 -Minor Highway Design
• Minor work groups include:
0 4.1.1 - Miscellaneous Structures
0 4.1.2 - Minor Bridge Design
0 6.1 - Traffic Engineering Studies
0 6.3 - Intelligent Transportation Systems Analysis, Design, and Implementation
0 7.1- Signing, Pavement Marking and Channelization
0 7.2 - Lighting
0 7.3 - Signalization
0 8.1 - Control Surveying
0 8.2 - Design, Right of Way Construction Surveying
0 8.4 - Right of Way Mapping
0 9.1 - Soil Exploration
0 9.2 - Geotechnical Classification Lab Testing
0 9.3 — Highway Materials Testing
0 9.4 - Foundation Studies
0 9.5 — Geotechnical Specialty Lab Testing
0 15.0 — Landscape Architect
Scope of Services Page A-4 Project Number: 60190
OC-W
The general objective is for the CONSULTANT to prepare a set of contract documents including
plans, specifications, supporting engineering analysis, calculations and other technical documents in
accordance with FDOT and COUNTY policy, procedures and requirements. These Contract
documents will be used by the contractor to build the project and test the project components. These
Contract documents will be used by the COUNTY or its Construction Engineering Inspection (CEI)
representatives for inspection and final acceptance of the project. The CONSULTANT shall follow a
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 also indicate which items of work will be the responsibility of the
CONSULTANT and/or the COUNTY.
The CONSULTANT shall be aware that as a project is developed, certain modifications and/or
improvements to the original concepts may be required. The CONSULTANT shall incorporate these
refinements into the design and consider such refinements to be an anticipated and integral part of
the work. This shall not be a basis for any supplemental fee request(s).
The CONSULTANT shall demonstrate good project management practices while working on this
project. These include communication with the COUNTY and others as necessary, management of
time and resources, and documentation. The CONSULTANT shall set up and maintain throughout
the design of the project a contract file in accordance with COUNTY procedures. CONSULTANT
is 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 or its representative will provide contract administration, management services, and
technical reviews of all work associated with the development and preparation of contract
documents, including Construction documents. The COUNTY's technical reviews are for high-
level conformance and are not meant to be comprehensive reviews. The CONSULTANT shall be
fully responsible for all work performed and work products developed under this Scope of Services.
The COUNTY may provide job -specific information and/or functions as outlined in this contract, if
favorable.
It is imperative that all signal, roadway lighting, and signing and marking design be reviewed and
approved by Collier County Traffic Operations at each phase of the project. The designer shall
adhere to the current Collier County Traffic Operations specifications to minimize redesign.
2 PROJECT DESCRIPTION
Airport Road from Vanderbilt Beach Road to Immokalee Road is currently a four -lane divided rural
roadway with 12-foot-wide traffic lanes, approximate 40-foot-wide depressed median, asphalt
sidewalk and swale along the west side. The road drains into the C-31 canal that runs parallel to the
road. Both road and canal right-of-way (R/W) are 100 feet each, owned by Collier County. The
Scope of Services Page A-5 Project Number: 60190 &
northbound traffic lanes are located within the west half of the canal ROW. The C-31 canal is
operated by the South Florida Water Management District (SFWMD) Big Cypress Basin (BCB).
Airport Road from Vanderbilt Beach Road to Immokalee Road is being proposed as a six -lane
divided roadway with 11-foot traffic lanes, raised median, sidewalk on both sides, a combination of
open and closed channel stormwater system, and street lighting with traffic signal adjustments and
access modifications.
The CONSULTANT shall investigate the status of the project and become familiar with concepts
and commitments (typical sections, alignments, etc.) developed from prior studies and/or activities.
If a Preliminary Engineering Report is available from a prior or current PD&E study, the
CONSULTANT shall use the approved concepts as a basis for the design unless otherwise directed
by the COUNTY.
2.1 Project General and Roadway (Activities 3, 4, and 5)
Public Involvement: The CONSULTANT shall prepare for and attend up to two (2) public
meetings as directed by the COUNTY. Please see Section 3.1 for details.
Other Agency Presentations/Meetings: The CONSULTANT shall prepare for and attend agency
meetings as directed by the COUNTY. Please see Section 3.1 for details.
Joint Project Agreements: The FDOT is providing funding to this project in the form of a County
Incentive Grant Program (CIGP) for design and construction. In order for the COUNTY to
encumber these funds, the FDOT and the COUNTY will enter into a Joint Participation
Agreement (JPA). The CONSULTANT is expected to become familiar with this Agreement prior
to the start of any design work. CONSULTANT shall ensure requirements of the JPA are
incorporated into the bid documents, as applicable.
Specification Package Preparation: Conventional Specification Package, please see Section 3.3
for details.
Independent Peer Review: Independent Peer Review services may be conducted by the
COUNTY through an independent consultant for this project.
Risk Assessment Workshop: N/A
Plan Type: Plan/Profile. The CONSULTANT shall provide all plans and details necessary for
the construction of the project described herein. The CONSULTANT is expected to follow all
design criteria and processes contained in the latest version of the FDOT Design Manual (FDM)
and/or Florida Greenbook (FGB). Deviations from the requirements and procedures provided in
the FDM and/or FGB must be approved by the COUNTY in writing.
Typical Section: Five (5)
• Airport Road (VBR to Curling)
• Airport Road (Curling to Immokalee Road)
• Immokalee Road (west)
• Immokalee Road (east)
• Curling Avenue
CONSULTANT shall develop a typical section package showing the required roadway
configuration in accordance with the governing design manuals and standards. The typical
Scope of Services Page A-6 Project Number: 60190
Av
Section Package must be approved by the County before incorporating these elements into the
30% design.
Pavement Designs: Five (5)
• Airport Road Widening
• Airport Road (Mill & Resurface)
• Airport Road Shoulder
• Immokalee Road (Mill & Resurface)
• Shared Use Path
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 standard to be applied to the project and coordinate with the COUNTY's
Project Manager for review and approval.
Transit Route Features: An existing Collier Area Transit (CAT) route operates within the
project limits. The CONSULTANT shall coordinate with Collier County Public Transit and
Neighborhood Enhancements to determine appropriate revised transit stop locations and
planned stop location characteristics.
Major Intersections along Airport Road:
• Vanderbilt Beach Road (CR 862)
• Galleria Drive
• Pelican Marsh Boulevard/Tiburon Boulevard E
• Pelican Marsh Elementary School
• Nottingham Drive/Crescent Lake Drive
• Huntington Drive
• Winding Oaks Way
• Curling Avenue
• Naples Trace Circle
• Sam 's Club Truck Entrance/Green Tree Center
• Immokalee Road (CR 846)
Additional Intersection:
• Immokalee Road at Sam's Club Center Driveway
Roadway Alternative Analysis: The CONSULTANT shall evaluate the RFP concepts and make
recommendations for any necessary modifications and/or improvements to the RFP concept prior
to proceeding with 30% plans. Analysis will include an order of magnitude cost difference
between alternatives summarized in memo format.
Level of Temporary Traffic Control Plan (TTCP): Please see 4.9
Temporary Lighting: Please see 4.9
Scope of Services Page A-7 Project Number: 60190
CA�3
Temporary Signals: Please see 4.9
Temporary Drainage: Please see 4.9
Design Variations/Exceptions: The CONSULTANT is responsible for preparing and obtaining
any Design Variations necessary for the project (when/if required). Only one (1) included in
this scope Additional Design Variations/Exceptions preparation if required is included as
optional service (to be negotiated).
Back of Sidewalk Profiles: As needed for design analysis. Not required as part of Plan submittals.
Selective Clearing and Grubbing: N/A
2.2 Drainage (Activities 6a and 6b)
Drainage System Type: The stormwater system will be designed to meet the permitting
requirements of the South Florida Water Management District and FDEP, as applicable.
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 will require the existing storm drainage system to be reconfigured and
reconstructed in the areas where the roadway geometry will be modified. The existing drainage
basin capacities and patterns should remain. The additional impervious area will require
additional water quality treatment and attenuation. Stormwater system design will consider best
management practices, open system, closed system, linear ditches, CDS structures etc., or a
combination thereof, within the existing right-of-way. The drainage conveyance system will be
flush shoulder with roadside swales (open drainage) from VBR to Curling Avenue and curb and
gutter (closed drainage) from Curling Avenue to Immokalee Road. The proposed methodology
for water quality and attenuation is via the existing Airport Road canal and linear swales along
the west side of Airport Road. The proposed improvements will not encroach into the FEMA
floodplain and no floodplain compensation is proposed. The CONSULTANT will analyze the
canal front slope stability and erosion within the project limits. If warranted, the
CONSULTANT will present the COUNTY with options for consideration. The analysis does not
include designing canal bank restoration or armoring or hardening or erosion mitigation.
Additional analysis details are provided in Section 35.16. The proposed drainage design does
not include design of Airport Canal culverts under side streets and driveways.
The intent is to utilize as much of the existing culvert system as possible. This will require video
inspection of the existing cross drains. CONSULTANT will coordinate with the COUNTY
regarding the proposed drainage design and will obtain approval and support for the drainage
concept prior to detailed design of the system. The design/coordination of any off -site ponds
and/or shared -use ponds is not part of this Scope of Services.
2.3 Utilities Coordination (Activity 7)
The CONSULTANT is responsible to certify that all necessary arrangements for utility work on
this project have been made and will not conflict with the physical construction schedule. The
CONSULTANT should coordinate with COUNTY personnel to coordinate transmittals to
Utility Companies and meet production schedules. The CONSULTANT shall ensure FDOT
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
Scope of Services Page A-8 Project Number: 60190 ED
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 distribution of
minutes/action items of all utility meetings, and ensuring expedient follow-up on all
unresolved issues.
• Distributing all plans, conflict matrixes and changes to affected utility owners and making
sure this information is properly coordinated and documented.
• Identifying and coordinating the completion of any COUNTY or utility owner agreementthat
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
betterment and salvage determination.
The CONSULTANT's utility coordination work shall be performed and directed by the Utility
Coordination Manager that was identified and approved by 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.
Anticipated utilities include:
• Florida Power and Light
• Comcast
• Century Link
• Summit Broadband, Inc.
• Hotwire Communications
• TECO Peoples Gas
• Collier County PLIED
• Collier County IT
• Collier County Traffic Operations
• Collier County Irrigation
• Collier County Schools
• Crown Castle
2.4 Environmental Permits and Environmental Clearances (Activity 8)
The CONSULTANT is responsible for identifying and applying for the permits listed below, for
the project. The CONSULTANT is responsible for all permit coordination and revisions
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necessary to obtain the required permits. Responses to RAI's (maximum of two for each) and
subsequent coordination will be the responsibility of the CONSULTANT.
Expected Permits:
• South Florida Water Management District (SFWMD) Environmental Resources Permit.
• SFWMD Right -of -Way Occupancy Permit
• Florida Department of Environmental Protection (FDEP) Section 404 Permit
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: N/A
Retaining Walls: The CONSULTANT shall provide all design services and deliver construction
documents for a weir wall structure required for the project. The CONSULTANT shall provide
design services and deliver construction documents for any permanent and/or temporary walls
beyond the scope of the aforementioned weir wall structure required for the project as an
OPTIONAL SERVICE (To be negotiated).
Miscellaneous Structures: The CONSULTANT shall provide all design services and deliver
construction documents for any mast arms and overhead/cantilever sign structures required for
the project. The CONSULTANT shall provide design services and deliver construction
documents for any concrete box culverts and/or concrete box culvert extensions required for the
project as an OPTIONAL SERVICE (To be negotiated).
Noise Barrier Walls: The CONSULTANT shall provide all design services and deliver
construction documents for any Noise Barrier Walls required for the project as an OPTIONAL
SERVICE (To be negotiated).
2.6 Signing and Pavement Markings (Activities 19 & 20)
The CONSULTANT shall provide all design services and deliver construction documents for all
signing and pavement markings required for the project. Design should reflect Collier County
Traffic Operations latest TRAFFIC TECHNICAL SPECIAL PROVISIONS AND
SUPPLEMENTAL TERMS AND CONDITIONS.
2.7 Signalization (Activities 21 & 22)
The CONSULTANT shall provide all design services and deliver construction documents for all
signalization required for the project. Design should reflect Collier County Traffic Operations
latest TRAFFIC TECHNICAL SPECIAL PROVISIONS AND SUPPLEMENTAL TERMS AND
CONDITIONS.
Existing Signalized Intersections: Vanderbilt Beach Road, Pelican Marsh Blvd/Tiburon Blvd E,
Pelican Marsh Elementary School, and Immokalee Road
Existing span wire intersection at Pelican Marsh Elementary School will be hardened to mast
arm.
Traffic Studies: The CONSULTANT shall conduct corridor and intersection traffic capacity and
level of service analyses. It is anticipated that Traffic Modeling and SYNCHRO Analysis will
be required. Tasks shall be completed in accordance with all applicable manuals, guidelines,
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standards, handbooks, procedures, and current design memorandums.
Traffic Data Collection: The CONSULTANT shall coordinate with the COUNTY's
Transportation Planning and Traffic Operations sections to evaluate and review existing traffic
data to determine what additional or updated data will be needed to carry out traffic analysis for
the Project. It is anticipated the CONSULTANT will provide the following traffic data.
a) Traffic Counts:
• 72-hour traffic machine counts at the following locations:
o Airport Road (N of Vanderbilt Beach Road)
o Airport Road (S of Immokalee Road)
• Seven (7) day traffic machine counts for all approaches at the following locations:
o Vanderbilt Beach Road (CR 862)
o Galleria Drive
o Pelican Marsh Boulevard/Tiburon Boulevard E
o Pelican Marsh Elementary School
o Nottingham Drive/Crescent Lake Drive
o Huntington Drive
o Winding Oaks Way
o Curling Avenue
o Naples Trace Circle
o Sam 's Club Truck Entrance/Green Tree Center
o Immokalee Road (CR 846)
• Four (4)-hour manual vehicle turning movement counts for peak hours at the following
locations:
o Vanderbilt Beach Road (CR 862)
o Galleria Drive
o Pelican Marsh Boulevard/Tiburon Boulevard E
o Pelican Marsh Elementary School
o Nottingham Drive/Crescent Lake Drive
o Huntington Drive
o Winding Oaks Way
o Curling Avenue
o Naples Trace Circle
o Sam's Club Truck Entrance/Green Tree Center
o Immokalee Road (CR 846)
o Uptown Plaza Entrance at Immokalee Road
The CONSULTANT shall summarize, seasonally adjust and balance existing traffic count
information and provide tabular and graphic representations of existing 2022 and design year
2045 am and pm peak hour traffic volumes. AADT information shall be provided for all
intersection approaches. Directional split (D value) and truck percentages (daily and peak)
shall be calculated.
b) Travel Demand Forecast: The COUNTY shall provide the recently adopted FDOT District
1 Regional Planning Model (D 1 RPM). The CONSULTANT shall use the adopted D 1 RPM
Model and provide Opening Year and Design Year projections for the same locations as
Scope of Services Page A-11 Project Number: 60190 CAv
identified for the existing conditions. The CONSULTANT shall review historical count
information and any other data available. As necessary, the CONSULTANT shall provide
recommendations for use of different forecasts or growth rates. The CONSULTANT shall
perform a balance checking for roadway segments that cannot "lose" traffic and any major
traffic volume breaks that cannot be validated based on roadway features (driveways).
c) Future Year Traffic Volumes: Average Annual Daily Traffic: Using the recommended
growth method the CONSULTANT shall develop future year AADTs for Opening Year and
Design Year. Future year AADTs shall be provided for all locations as identified for the
existing conditions and where applicable additional locations as necessitated by different
Alternatives.
d) Future Year Traffic Volumes: Design Hour Traffic: Design hour traffic volumes or
Directional Design Hour Volumes (DDHVs) shall be developed by the CONSULTANT.
AADT volumes will be converted to Design Hour Traffic or DDHVs for peak and reverse
peak directions (i.e., am and pm). Design hour traffic volumes shall be developed using a
standard K- and D-factors developed from the existing traffic count information. Truck
percentages for the peak and daily conditions shall be reviewed based on historical traffic
count information and data collected for the study. Other factors such as peak hour factors
(PHF), driver factors, etc. shall be developed from the traffic information collected for this
project.
e) Micro -Simulation: The CONSULTANT shall develop a Micro -Simulation model using
Synchro software that details the development of the model to include network coding,
assumptions used, data file input creation (including approximately one to two hours of
volume data sets for a minimum one -hour period at 15-minute intervals for each peak period)
and shall contain coding diagrams, tables and other related data to ensure the existing year
model is accurate.
f) Technical Memorandums: The Consultant shall summarize the information as described
above in a Technical Traffic Memorandum.
Count Stations: Count station will be installed as requested in section 33.1
2.8 Lighting (Activities 23 & 24)
The CONSULTANT shall provide all design services and deliver construction documents for all
roadway lighting required for the project. Existing lighting levels do not meet current standards.
Design of full pedestrian lighting of the path and sidewalk is not included. Proposed lighting shall
use Apollo Metro Solutions LED Luminaires either on both sides of Airport Road or in the
median where possible. Mounting height should be limited to 35 — 40 feet. The CONSULTANT
will analyze current locations and provide recommendation for alternative locations if necessary.
It is expected that proposed light foundations will require both spread footings and standard
footings. Design should reflect Collier County Traffic Operations latest ROADWAYLIGHTING
TECHNICAL SPECIAL PROVISIONS.
2.9 Landscape (Activities 25 & 26)
The CONSULTANTS Certified Arborist shall conduct a cursory site inspection to determine the
likelihood of probable impacts to tree root systems and vegetation adjacent to and parallel with
the public right of way. A typical roadway section and plan over an aerial shall be provided for
use prior to the site inspection. A Memorandum of preliminary site observations along with any
recommended actions to be performed by the Contractor during construction shall be provided
to the engineer for incorporation into the construction documents. The Memorandum shall not
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be considered as a tree evaluation or assessment of potential tree risk.
The limits of work for this task shall be between ten and fifteen feet outside of the Airport Road
public right-of-way boundaries, adjacent to the Pelican Marsh and Stonebridge residential
communities. It is assumed the limits of work shall be contained within the boundaries of the
existing public right of way with no work expanding into the private properties.
Architectural Pavers will be designed in medians where applicable. Details to be included in
Roadway Plan component. The CONSULTANT will not provide analysis and/or Landscaping
Irrigation and Planting Plan component.
Planting Plans: N/A
Irrigation Plans: N/A
Hardscape Plans: N/A
Outdoor Advertising: N/A
2.10 Survey (Activity 27)
Design Survey: The CONSULTANT shall prepare a 3D topographic/DTM survey throughout
the Project limits, utilizing Terrestrial LiDAR and traditional topographic data collection.
Additional survey efforts shall consist of drainage survey, provide geotechnical support, provide
jurisdictional wetland support, and determination of the existing corridor right of way.
The 3D topographic/DTM survey limits shall be along Airport Pulling Road between Vanderbilt
Beach Road and Immokalee Road. The limits of topography shall extend an additional 50 linear
feet from beginning and ending intersections, and 50' beyond mainline corridor Right of Way at
the following roadways: Galleria Drive, Pelican Marsh Boulevard, Tiburon Boulevard,
Nottingham Drive, Crescent Lake Drive, Huntington Drive, Winding Oaks Way, Curling
Avenue, Naples Trace Circle, and the Sam's Club Truck Entrance. For the segment from
Vanderbilt Beach Road to Naples Trace Circle, the lateral limits shall be from the westerly Right
of Way to 5' beyond the westerly toe of slope of the existing canal. For the segment from Naples
Trace Circle to Immokalee Road, the lateral limits shall be from the westerly Right of Way to
10' beyond the easterly Right of Way.
Subsurface Utility Exploration (SUE): Utility designation (Level B) will be provided along Airport
Pulling Road, from the north edge of pavement of Vanderbilt Beach Rd to the south edge of pavement of
Immokalee Road. CONSULTANT shall provide electronic depths with the designates. As an OPTIONAL
SERVICE (To be negotiated), eight foot "X" shaped trenches at all locations that include new
underground infrastructure or earthwork excavation (i.e., drilled shafts, sheet piles, strain poles,
mast arms, miscellaneous foundations, drainage structures, pipe culverts, new ditches, etc.) or in
areas that work will be performed. Proposed SUE locations must be approved by the COUNTY
prior to authorization of this task.
Legal Descriptions and Sketch of Descriptions: The CONSULTANT is responsible for all Legal
Descriptions and accompanying Sketch of Descriptions for easement acquisition necessary for
the project. Scope includes up to 10 permanent easements. Obtaining any Title Searches that may
be required is the responsibility of the CONSULTANT. It is anticipated there will be one title
search per easement.
Right of Way Survey: N/A
Vegetation Survey: N/A
2.11 Photogrammetry (Activity 28) — N/A
Scope of Services Page A-13 Project Number: 60190 Cep
2.12 Mapping (Activity 29) — N/A
Survey services to facilitate R/W acquisition, if any, will be determined at the completion of
proposed design and final Right of Way determination. The COUNTY acknowledges a Right of
Way Control Survey nor Right of Way Map will be generated for this project.
Maintenance Map: N/A
Miscellaneous Items: N/A
2.13 Terrestrial Mobile LiDAR -N/A
2.14 Architecture (Activity 31) -N/A
2.15 Noise Barriers (Activity 32)
The CONSULTANT shall perform a noise analysis in accordance with the FDOT's Noise
Policy (Part 2, Chapter 18 of the FDOT's PD&E Manual) and the FDOT's Traffic Noise
Modeling and Analysis Guidelines. If the noise analysis determines that noise barriers are
potentially feasible and reasonable, the CONSULTANT shall proceed with Noise Barrier
Evaluation. If noise barriers prove to be feasible and reasonable, additional Public Involvement,
and potentially noise barrier design would be provided as OPTIONAL SERVICES (To be
negotiated).
2.16 Intelligent Transportation Systems (Activities 33 & 34)
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. 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. Coordination with Traffic Operations staff will be required.
The ITS shall operate from the Collier County TMC located at 2885 South Horseshoe Drive,
Naples, Florida. Traffic Operations will provide CONSULTANT information regarding existing
system hardware and software.
The CONSULTANT is responsible for ensuring project compliance with the Regional ITS
Architecture and Rule 940 as applicable. This includes, but is not limited to, the development or
update of a concept of operations, the development or update of a System Engineering Master
Plan (SEMP), and Requirement Traceability Verification Matrix (RTVM) as well as
coordination of document review.
2.17 Geotechnical (Activity 35)
The CONSULTANT is responsible for all Pavement Coring and Geotechnical services
associated with this project. Perform subsurface investigation, prepare geotechnical report for the
proposed improvements. Soil borings are anticipated for roadway widening areas, linear swales,
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mast arm signal poles, and canal stability evaluation. Geotechnical explorations and evaluations
for culvert modifications or retaining walls considered OPTIONAL SERVICES (To be
negotiated).
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 norm in Collier County. The presence of both must be identified
and quantified in the soils report for the project. 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" and "muck removal" shall be estimated.
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 five (5) feet
• LBR sampling and testing at 3 per mile Pavement core sampling and testing at 1 sample
per 1000 feet along the limits of the project.
• Corrosion series testing of at least one sample per stratum per 1,000 feet
• For lighting and cross drain facilities, Split Spoon Test (SPT) borings to a depth of fifteen
(15) feet every 500 feet
• SPT borings for each new signal and/or mast arm to a depth of 25 feet (9 mast arms which
includes the school zone signs)
• One SPT borings to a depth of fifteen (15) feet at each linear swale per 1000 feet of swale
location
• One borehole permeability test per 1000 feet of each dry linear swale
• Piezometer installations at 1 per 1000 feet of linear swale to provide information for
SHGWL determinations
• Exfiltration test per 500 feet of linear dry detention/retention area
• One SPT boring per culvert headwall modification — OPTIONAL SERVICE (To be
negotiated)
• One SPT boring for each baffle box structure
• One SPT boring to a depth of fifteen (15) feet per 1000 feet of canal to evaluate stability
of canal slope
2.18 3D Modeling (Activity 36) — N/A
2.19 Project Schedule
The design anticipated schedule for the project is 720 calendar days from the date of Notice to
Proceed (NTP). Within ten (10) days after the NTP is issued, and prior to the CONSULTANT
beginning work, the CONSULTANT shall provide a detailed project activity/event schedule in
Microsoft Project for COUNTY and CONSULTANT to meet the completion date for design.
For the purpose of scheduling, the CONSULTANT shall allow for a 28 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 is included as part of this scope of services,
and it is estimated to be 610 calendar days. A separate NTP will be authorized to initiate Post
Design Services.
Scope of Services Page A- 15 Project Number: 60190 9
All fees and price proposals are to be based on a contract schedule of 1330 calendar days for
final construction contract documents and post design services. In no event shall the contract
deadline exceed 1330 calendar days from the date of initial Notice to Proceed.
Periodically, throughout the life of the contract, the project schedule shall be reviewed and, with
the approval of the COUNTY, adjusted as necessary to incorporate changes in the Scope of
Services and progress to date. The approved schedule and schedule status report, along with
progress, shall be submitted with the monthly progress report and invoice.
The CONSULTANT should also understand that the Airport Rd. Widening Project is a
Florida Department of Transportation (FDOT) Grant Project, therefore, each submittal
phase (30%, 60%, 90% and 100% Plans) will also be provided to FDOT. The
CONSULTANT shall upload submittals to FDOT and provide responses to their
comments in the FDOT Electronic Review Comment (ERC) System.
2.20 Submittals
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. If the CONSULTANT does not have the use of Bluebeam,
a File Transfer server should be used to submit deliverables in Adobe PDF format. Documents
that do not exceed 25 MGB can be transmitted via email.
The CONSULTANT shall furnish one draft and one final copy of each report including cost
estimates in size 8.5" x 11 ". 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 11" 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 geometrics in the design. These can include the alignments, profiles, roadway templates,
cross sections, terrain surfaces, etcetera necessary to create the plan sheets. Critical roadway
geometric items, such as the centerlines and profiles of the proposed mainline, side streets,
special ditches, and utilities, must be included. These Engineering Data files are considered
"Project Documents" as defined in the contract and shall be provided when requested by the
COUNTY 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 as ofthe date of
design services advertisement for the project, 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),
Scope of Services Page A-16 Project Number: 60190 CAv
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
• 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
Scope of Services Page A-17 Project Number: 60190 0
• 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 (TRB) - 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
• 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 D1.1/ANSI Structural Welding Code - Steel
• AASHTO D1.5/AWS D1.5 Bridge Welding Code
• FHWA Traffic Detector Handbook
Scope of Services Page A-18 Project Number: 60190 CAO
• 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
• FDOT Modifications to LRFD Specifications for Structural Supports for Highway Signs, Luminaires and
Traffic Signals (LRFDLTS-1)
• AASHT0/-AWS-D1. 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 Structures 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
2.22 Services to be Performed by the COUNTY
When appropriate or available, the COUNTY will provide project data including:
• Preliminary Horizontal Network Control
• All COUNTY agreements with Utility Agency Owner (UAO)
• All information that may come to the COUNTY pertaining to future improvements
• Available traffic and planning data
• 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 Environmental Permitting Services:
o Approved Permit Document when available
o Appropriate signatures on application forms
o Fees associated with permit submittals.
o Fees associated with Mitigation
Scope of Services Page A-19 Project Number: 60190
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 (31) Modeling). These tasks are to be included in
the project scope in each applicable activity when the described work is to be performed by
the CONSULTANT.
Project Research: The CONSULTANT shall perform research of existing Developer
Contribution Agreement (DCA), Planned Unit Development (PUD) and Development of
Regional Impact (DRI) documents for developments adjacent to the project for
commitments regarding Right-of-way, Stormwater Management, Roadway Improvements,
or any other commitments involving the interests of the COUNTY.
Cost Estimates: The CONSULTANT shall be responsible for producing an opinion of
probable construction cost estimate and reviewing and updating the cost estimate at project
milestones — II (60%), III (90%), and IV (100% or final) including the bid schedule.
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 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 as many trips to the project site as required to
obtain necessary data for all elements of the project.
Technical Meetings: The CONSULTANT shall attend all 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 meetings,
pavement design meetings, local governments, progress review meetings (phase review),
Scope of Services Page A-20 Project Number: 60190
CAS)
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 prequalified under F.A.C. 14-75 in the work type being
reviewed. A marked up set of prints from a Quality Control Review indicating the reviewers
for each component (structures, roadway, drainage, signals, geotechnical, signing and
marking, lighting, 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 Review: Independent Peer Review services may be conducted by the
COUNTY through an independent consultant for this project.
Supervision: The CONSULTANT shall supervise all technical design activities.
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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. This includes projects under the jurisdiction of local
government or other regional and state agencies.
Project General Tasks
Project General Tasks, described in Sections 3.1 through 3.7 below, represent work efforts that
are applicable to the project as a whole and not to any one or more specific project activity. The
work described in these tasks shall be performed by the CONSULTANT when included in the
project scope.
3.1 Public Involvement
The CONSULTANT shall prepare for and attend up to two (2) public meetings, one after the
30% Phase and one after the 60% Phase as directed by the COUNTY.
Public involvement includes communicating to all interested persons, groups, and government
organizations information regarding the development of the project. The CONSULTANT shall
provide to the COUNTY drafts of all Public Involvement documents (e.g., newsletters, property
owner letters, advertisements, etc.) associated with the following tasks for review and approval
at least five (5) business days prior to printing and / or distribution.
Public need will heavily influence construction schedule, construction phasing and maintenance
of traffic for the project defined herein. The CONSULTANT shall develop coordinated project
solutions that will maintain necessary public access during construction.
The first public meeting will be scheduled after the 30% submittal. The goal of the public
meeting will be to introduce the project to the public and receive feedback. The CONSULTANT
shall process the public information received, discuss the results and integrate the needs of the
public into the project while being mindful of economic feasibility and the needs of the project
defined herein.
The CONSULTANT will be expected to develop and provide all necessary exhibits for the
public meetings.
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 be taken
with the project. It will list the contact persons, media officials, and agencies as well as the
means that will be used to involve them in the process. The Public Involvement Plan 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
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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 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 CONSULTANT to ensure that they are
addressed to the correct and current public officials.
3.1.3 Preparing Mailing Lists
At the beginning of the project, The CONSULTANT shall identify all impacted property
owners and tenants (within a minimum of 300 feet of the project corridor) The
CONSULTANT shall prepare a mailing list of all such entities and shall update the mailing
list as needed during the life of the project.
3.1.4 Median Modification Letters - N/A
3.1.5 Driveway Modification Letters — N/A
3.1.6 Newsletters
If requested by the COUNTY, the CONSULTANT shall prepare one newsletter 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 Project Renderings
The CONSULTANT shall prepare renderings for use in two (2) public meetings.
3.1.8 PowerPoint Presentations —N/A
3.1.9 Public Meeting Preparations
The CONSULTANT shall prepare the necessary materials for use in two (2) public
meetings. One meeting will be scheduled at the 30% design completion and the second will
be scheduled after the 60% plan submittal. 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 two (2) 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.
It is estimated for this project there will be two (2) public meetings during the design. The
first public meeting will be scheduled early in the design process, at the 30% design
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completion. The goal of the first public meeting will be to introduce the project to the public
and stakeholders and to receive feedback. The second public meeting will be scheduled after
completion of the 60% design phase.
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.
During coordination with local HOA's, it may become necessary to conduct a public meeting
to address specific project impacts to their specific community. 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. Any HOA specific public
meeting would be an Optional Service (to be negotiated).
3.1.12 Web Site
The CONSULTANT will provide Public Involvement graphics to COUNTY for the
COUNTY Website.
3.2 Joint Project Agreements —
The FDOT is providing funding to this project in the form of a County Incentive Grant Program
(CIGP) for design and construction. In order for the COUNTY to encumber these funds, the
FDOT and the COUNTY will enter into a Joint Participation Agreement (JPA). The
CONSULTANT is expected to become familiar with this Agreement prior to the start of any
design work. CONSULTANT shall ensure requirements of the JPA are incorporated into the bid
documents, as applicable.
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.
Final submittal of the specifications package must occur at least 10 working days prior to the
Final/100% plan submittal. This submittal shall be signed, dated, and sealed in accordance
with applicable Florida Statutes.
3.3.2 Estimated Quantities Report Preparation —N/A
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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) Review — N/A
3.6 Prime Consultant Project Manager Meetings
Includes only the Prime Consultant Project Manager's time for travel and attendance at Activity
Technical Meetings and other meetings listed in the meeting summary for Task 3.6 on tab 3
Project General Task of the staff hour forms. Staff hours for other personnel attending Activity
Technical Meetings are included in the meeting task for that specific Activity.
3.7 Plans Update — N/A
3.8 Post Design Services
Post Design Services may include, but not be limited to, meetings, 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:
The CONSULTANT shall assist the COUNTY during the bidding phase of the
project including, but not limited to:
o Attending the pre -bid meeting
o Addressing addendum
o Responding to requests for information (RFIs) during bid phase
o Evaluating bids and bidders
o Providing written letters of recommendation.
• Attending the pre -construction meeting
• Provide contract document interpretation and assistance in addressing requests in
addressing requests for information (RFI) and unforeseen conditions when
requested by the COUNTY.
• Periodic meeting attendance (assumes one (1) meeting per month during
construction.)
• Assist COUNTY with shop drawing review(s).
• Review and assist in field changes which include minor redesign, as requested by
the COUNTY.
• Attend one (1) substantial & final completion walk through meeting in the field.
• WMD certification
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• Record Drawing review
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 confirming that all quality control testing and
requirements of the approved Quality Control Plan have been executed and the results are
satisfactory per the design requirements.
The CONSULTANT shall visit the construction site at key phases of the project to verify as -built
conditions. This will require the CONSULTANT to coordinate with the COUNTY's Project
Manager during construction and attend construction meetings as required or requested by the
COUNTY. The CONSULTANT shall meet with the COUNTY's Project Manager during the
Quality Control submittal/review to establish the anticipated stages of construction.
The CONSULTANT must notify the COUNTY's Project Manager of any design related issues
as soon as possible.
It is important that all significant changes made during construction be documented by the
Contractor in the final as -built plans. The Contractor shall markup sheets requiring minor (non -
engineering analysis) as -built changes and show those changes on the Final Signed and Sealed
As -Built Signature Sheet(s). Major changes resulting in issuance of revised contract documents
must also be included in the as -built package and recorded appropriately on the Final Signed and
Sealed As -built Signature Sheet(s).
CONSULTANT will provide 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 Engineer. This may be a Cost Savings Initiative
Proposal (CSIP) redesign or an original design of certain components including Shop Drawings.
All original documents obtained by the CONSULTANT will be turned over to the COUNTY at
the 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 CADD formats.
3.10 Risk Management — N/A
3.11 Railroad, Transit and/or Airport Coordination
Transit
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Collier Area Transit — The CONSULTANT shall coordinate with Collier County Public
Transit and Neighborhood Enhancements to include bus stop relocations and design
criteria and documentation and mitigation of MOT impacts to the current transit stops
through coordination meetings.
3.11.1 Aeronautical Evaluation — N/A
3.12 Landscape and Existing Vegetation Coordination
Coordinate with the COUNTY's Project Manager to ensure preservation and protection of
existing vegetation. Relocation of existing vegetation may be necessary in some cases. Space
for proposed landscape should be preserved and conflicts with drainage, utilities, ITS, and
signage should be minimized. Coordination with the COUNTY's Landscape Architect
(Pamela.Lulich@colliercountyfl.gov).
3.13 Other Project General Tasks — OPTIONAL SERVICE (To be negotiated)
It is anticipated that other public meetings related to noise barriers and landscaping will be
needed with adjacent property owners. The CONSULTANT shall attend these meetings, as
determined by the COUNTY. Each meeting will be considered as an OPTIONAL SERVICE.
4 ROADWAY ANALYSIS
The CONSULTANT shall analyze and document Roadway Tasks in accordance with all applicable
manuals, guidelines, standards, handbooks, procedures, and current design memorandums.
4.1 Typical Section Package
The CONSULTANT shall provide an approved Typical Section Package prior to the 30% plans
submittal.
4.2 Pavement Type Selection Report —N/A
4.3 Pavement Design Package
The CONSULTANT shall provide an approved Pavement Design Package prior to the 60%
plans submittal date.
4.4 Cross -Slope Correction
The CONSULTANT shall investigate any existing pavement to be retained as part of the new
roadway and include in the design any required correction of existing cross -slopes. Cross slope
information will be collected at 100' intervals. After the analysis of the cross slopes a
recommendation will be provided. The CONSULTANT will coordinate with Collier County
Road Maintenance to help identify any known locations which may be deficient.
4.5 Horizontal/Vertical Master Design Files
The CONSULTANT shall design the geometrics using the design standards 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, ADA requirements, Safe Mobility For Life Program, access management, Corridor
Study, documents and scope of work. The CONSULTANT shall also develop utility conflict
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information to be provided to project Utility Coordinator in the format requested by the
COUNTY.
Analysis will include:
• Evaluate median widening options along Airport Road
• Evaluate hardening the signal at Pelican Marsh Elementary School
• Evaluate lighting needs throughout the corridor/project limits
• Evaluate the need for additional right-of-way to the west
• Safety and ADA Upgrades/Improvements from Tiburon Boulevard to Immokalee Road
• Access Management Evaluation: Includes but not limited to the following locations:
o Fontana Del Sol Way
o Galleria Drive
o Crescent Lake Drive/Nottingham Drive
o Huntington Drive
o Winding Oaks Way
o Curling Avenue
o Naples Trace Circle
• Cross Slope Evaluation
• Existing Pavement Evaluation
• Evaluate and incorporate the need for northbound dual lefts and dual rights from Airport Road
to Immokalee Road
4.6 Access Management
The CONSULTANT shall incorporate access management standards 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). Median openings that will be closed, relocated, or substantially altered shall
be shown on plan sheets and submitted with supporting documentation for review with the first
plans submittal.
The COUNTY shall provide access management classification information.
4.7 Roundabout Final Design Analysis — N/A
4.8 Cross Section Design Files
The CONSULTANT shall establish and develop cross section design files in accordance with
the FDOT CADD Manual. The CONSULTANT shall coordinate with all utility 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.
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4.9 Temporary Traffic Control Plan (TTCP) Analysis
The CONSULTANT shall develop Traffic Control Guidelines to be included in the construction
plans to convey to the contractor the anticipated construction sequencing. The intent is not to
dictate the contractor's means and methods but to convey the general intent of the construction
and to ensure the road can be built in a logical and sequential fashion. Also included are general
notes, typical sections of the main general phases, advanced warning sign layouts, details for the
phase transitions between Phase 1 and Phase 2 and at the terminals ends of the project at
Immokalee Road intersection and the Vanderbilt Beach Road intersection. General overall
phasing and detailed plans are not being supplied by the CONSULT ANT. The contractor shall
provide detailed traffic control plans (TCP), based generally off these guidelines. The
contractor's TCP shall provide specific detail on the actual traffic control plan to be implemented
during construction and shall be signed and sealed by a Professional Engineer licensed in the
State of Florida and certified in Advanced Maintenance of Traffic. The contractor shall prepare
full Traffic Control Plans in accordance with the FDOT Design Manual (FDM) as necessary for
permitting of any improvements within the COUNTY right-of-way.
4.10 Master TTCP Design Files
The CONSULTANT shall develop master Traffic Control files as needed to develop the Traffic
Control Guidelines and Traffic Control Plans noted above to be supplied by the
CONSULTANT.
4.11 Selective Clearing and Grubbing -N/A
4.12 Tree Disposition Plans — N/A
4.13 Design Variations and Exceptions
The CONSULTANT is responsible for preparing and obtaining any Design Variations necessary
for the project (when/if required). Only one (1) included in this scope Additional Design
Variations/Exceptions preparation if required is included as optional service (to be negotiated).
4.14 Design Report
The CONSULTANT shall prepare all applicable report(s) as listed in the Project Description
section of this scope. The CONSULTANT shall submit to the COUNTY design notes, data, and
calculations to document the design conclusions reached during the development of the contract
plans. Final reports are to be delivered as a signed and sealed pdf file.
4.15 Quantities
The CONSULTANT shall determine pay items and quantities and the supporting
documentation, including construction days when required.
4.16 Cost Estimate
The CONSULTANT shall provide the Engineer's Estimate of Probable Cost beginning at the
60% submittal and at each subsequent submittal phase. The Engineer's Estimate of Probable Cost
shall be updated and adjusted at each submittal to be maintained up to and including final bid
documents submittal.
4.17 Technical Special Provisions and Supplemental Terms and Conditions
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
Scope of Services Page A-29 Project Number: 60190 OCNO
provisions. Standard Specifications, recurring special provisions and supplemental specifications
should not be modified unless absolutely necessary to control project specific requirements. All
modifications to other sections must be justified to the COUNTY to be included in the project's
specifications package as Technical Special Provisions.
The Technical Special Provisions shall provide a description of work, materials, equipment and
specific requirements, method of measurement and basis of payment. These provisions shall be
submitted electronically (PDF's).
4.18 Other Roadway Analyses
The CONSULTANT shall evaluate the RFP concepts and make recommendations for any
necessary modifications and/or improvements to the RFP concept prior to proceeding with 30%
plans. Analysis will include an order of magnitude cost difference between alternatives
summarized in memo format.
4.19 Field Reviews
The CONSULTANT shall include and be available to attend a plans -in -hand field review with
the COUNTY at the 60% submittal. 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.
4.20 Monitor Existing Structures — N/A
4.21 Technical Meetings
Includes meetings with the COUNTY or other Agency staff, between disciplines and
CONSULTANTS, such as access management meetings, pavement design meetings, progress
review meetings (phase review), and miscellaneous meetings necessary for all elements of the
roadway analysis identified in this scope of work.
4.22 Quality Assurance/Quality Control
The CONSULTANT shall be responsible for the professional quality, technical accuracy, and
coordination of all surveys, designs, drawings, specifications, and other services furnished by the
CONSULTANT under this contract.
4.23 Independent Peer Review -N/A
4.24 Supervision
Includes all efforts required to supervise all technical design activities.
4.25 Coordination
Includes all efforts to coordinate all elements of the roadway analysis to produce contract
deliverables.
5 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.
Scope of Services Page A-30 Project Number: 60190
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5.1 Key Sheet
5.2 Summary of Pay Items Sheets
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 Summary of Quantities Sheets
5.6 Project Layout
5.7 Plan/Profile Sheet
5.8 Profile Sheet -N/A
5.9 Plan Sheet -N/A
5.10 Special Profile
5.11 Back of Sidewalk Profile Sheet — N/A
5.12 Interchange Layout Sheet — N/A
5.13 Ramp Terminal Details (Plan View) —N/A
5.14 Intersection Layout Details
5.15 Special Details
5.16 Cross -Section Pattern Sheets — N/A
5.17 Roadway Soil Survey Sheets
5.18 Cross Sections
5.19 Temporary Traffic Control Plan Sheets
5.20 Temporary Traffic Control Cross Section Sheets — N/A
5.21 Temporary Traffic Control Detail Sheets
5.22 Utility Adjustment Sheets
5.23 Selective Clearing and Grubbing Sheets — N/A
5.23.1 Selective Clearing and Grubbing — N/A
5.23.2 Selective Clearing and Grubbing Details — N/A
5.24 Tree Disposition Plan Sheets — N/A
5.24.1 Tree Disposition Plan Sheets — N/A
5.24.2 Tree Disposition Plan Tables and Schedules — N/A
5.25 Project Control Sheets
Scope of Services Page A-31 Project Number: 60190
5.26 Environmental Detail Sheets (Wetland Sketches for permitting only)
5.27 Utility Verification Sheets (SUE Data)
5.28 Quality Assurance/Quality Control
5.29 Supervision
6a DRAINAGE ANALYSIS
The CONSULTANT shall analyze and document Drainage Tasks in accordance with all applicable
manuals, guidelines, standards, handbooks, procedures, and current design memorandums.
The CONSULTANT shall 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, approved, and permitted by the SFWMD,
any changes to the drainage system, requested by the COUNTY, shall be considered as Additional
Services.
The CONSULTANT is responsible for designing a drainage and stormwater management system
that complies with the requirements of the appropriate regulatory agencies (SFWMD) and the
FDOT's Drainage Manual. The CONSULTANT shall coordinate fully with the appropriate
permitting agencies and the COUNTY's staff. All activities and submittals should be coordinated
through the COUNTY's Project Manager. The work will include the engineering analyses for any
or all of the following:
6a.1 Drainage Map Hydrology
Create a (pre- and/or post -condition) working drainage basin map to be used in defining the
system hydrology. This map shall incorporate drainage basin boundaries, existing survey and/or
LiDAR and field observations, as necessary, to define the system. Basin delineations shall also
include any existing collection systems in a logical manner to aid in the development of the
hydraulic model. Examine all adjacent property outfall points to determine whether
accommodations for offsite 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 — N/A
6a.4 Design of Cross Drains
Analyze the hydraulic design and performance of cross drains for existing and proposed drainage
conveyance capacity. Document the design as required. Determine and provide flood data as
required.
6a.4a Inspection of Cross Drains
Check existing cross drains to determine if they are structurally sound and can be extended or
Scope of Services Page A-32 Project Number: 60190 1
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utilized for conveyance. Video inspection and documentation of existing culverts will be
performed (see Section 27.30).
6a.5 Design of Ditches
Design roadway conveyance and outfall ditches. This task includes capacity calculations,
longitudinal grade adjustments, flow changes, additional adjustments for ditch convergences,
selection of suitable channel lining, design of side drainpipes, and documentation. (Design of
linear stormwater management facilities in separate task.)
6a.6 Design of Stormwater Management Facility
Design stormwater management facilities within the Airport Road Canal to meet requirements
for stormwater quality treatment, attenuation. Develop proposed canal layout (drainage basin,
shape, contours, slopes, volumes, tie-ins, etc.), perform routing, pollutant/nutrient loading
calculations, and design the outlet control structure as needed.
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 routing, pollutant/nutrient loading
calculations, recovery calculations and design the outlet control structure.
6a.8 Design of Floodplain Compensation
Determine floodplain encroachments, coordinate with regulatory agencies, and develop
proposed compensation area layout (shape, contours, slopes, volumes, etc.). Document the
design following the requirements of the regulatory agency.
6a.9 Design of Storm Drains
Delineate contributing drainage areas, determine runoff, inlet locations, and spread. Calculate
hydraulic losses (friction, utility conflict and, if necessary, minor losses). Determine design
tailwater and, if necessary, outlet scour protection.
6a.10 Optional Culvert Material
Determine acceptable options for pipe materials using the FDOT Culvert Service Life Estimator.
6a.11 French Drain Systems — N/A
6a.12 Drainage Wells -N/A
6a.13 Drainage Design Documentation Report
Compile drainage design documentation into report format. Include documentation for all the
drainage design tasks and associated meetings and decisions.
6a.14 Bridge Hydraulic Report — OPTIONAL SERVICE (To be negotiated)
Needed for box culvert extensions crossing Canal at turnouts and crossing of Immokalee Road.
Four locations: Curling Avenue, two Sam's Club entrances and Immokalee Road.
6a.15 Temporary Drainage Analysis
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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.
6a.18 Technical Special Provisions / Supplemental Terms and Conditions
Prepare technical special provision for alternative water quality treatment system.
6a.19 Hydroplaning Analysis
Perform a hydroplaning analysis to assist in the determination of the appropriate roadway
geometry for all necessary locations (both typical sections and critical cross sections). See the
FDOT Hydroplaning Guidance and FDOT Design Manual (FDM) Chapters 210 and 211 for
more information. Analysis includes up to ten 10 locations.
6a.20 Existing Permit Analysis
Data gathering including desktop analysis of local, state and federal Drainage permits.
6a.21 Other Drainage Analysis — N/A
6a.22 Noise Barrier Evaluation — N/A
6a.23 Erosion Control Plan
Includes analysis and design of the Erosion Control Plan. Includes creating the design file.
6a.24 Field Reviews
6a.25 Technical Meetings
Meetings with COUNTY staff, regulatory agencies, local governments such as meetings with
FDOT District Drainage, the Water Management District, FDEP, etc.
6a.26 Environmental Look -Around Meetings -N/A
6a.27 Quality Assurance/Quality Control
6a.28 Independent Peer Review - N/A
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
Scope of Services Page A-34 Project Number: 60190 Apo
construction.
6b.1 Drainage Map
6b.2 Bridge Hydraulics Recommendation Sheets — OPTIONAL SERVICE (To be negotiated)
Four locations: Curling Avenue, two Sam's Club entrances and Immokalee Road.
6b.3 Drainage Structures Plan/Profile & Cross Sections
6b.4 Lateral Ditches (Linear Ditches)
6b.5 Retention/Detention Ponds
6b.6 Erosion Control Plan Sheets
6b.7 SWPPP Sheets
6b.8 Quality Assurance/Quality Control
6b.9 Supervision
7 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 shall follow FDOT and COUNTY standards, policies, procedures and design
criteria. COUNTY standards are located at: bqp://www.collier ova.net/_your-govemment/divisions-s-
z/water/utilities-standards-manual
7.1 Utility Kickoff Meeting
Before any contact with the UAO(s), the CONSULTANT shall meet with the 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 COUNTY for a legal
opinion. Include the meeting schedule (if applicable) and the design schedule. Include typical
meeting agenda. If scheduling a meeting, give a 3-week advance notice.
Second Contact: The CONSULTANT shall transmit a 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
Scope of Services Page A-35 Project Number: 60190
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involved utility company/agency. One plan set will be color coded by the utility company
showing proposed relocation and returned to the CONSULTANT.
7.4 Exception Processing — N/A
7.5 Preliminary Utility Meeting
The CONSULTANT shall schedule (time and place), notify participants, and conduct a
preliminary utility meeting with all UAO(s) having facilities located within the project limits for
the purpose of presenting the project, review the current design schedule, evaluate the utility
information collected, provide follow-up information on compensable property rights, discuss
the utility work by highway contractor option with each utility, and discuss any future design
issues that may impact utilities. This is also an opportunity for the UAO(s) to present proposed
facilities. The CONSULTANT shall keep accurate minutes and distribute a copy to all attendees.
7.6 Individual/Field Meetings
The CONSULTANT shall meet with each UAO as necessary, separately or together, throughout
the project design duration to provide guidance in the interpretation of plans, review changes to
the plans and schedules, standard or selective clearing and grubbing work, and assist in the
development of the UAO(s) plans and work schedules. The CONSULTANT is responsible for
motivating the UAO to complete and return the necessary documents after each Utility Contact
or Meeting.
7.7 Collect and Review Plans and Data from UAO(s)
The CONSULTANT shall review utility marked plans and data individually as they are received
for content. Ensure information from the UAO (utility type, material and size) is sent to the
designer for inclusion in the plans. Forward all requests for utility reimbursement and supporting
documentation to the COUNTY.
7.8 Subordination of Easements Coordination -N/A
7.9 Utility Design Meeting
The CONSULTANT shall schedule (time and place), notify participants, and conduct a Utility
meeting with all affected UAO(s). The CONSULTANT shall be prepared to discuss impacts to
existing trees/vegetation and proposed landscape, drainage, traffic signalization, temporary
traffic control plans (TTCP) (construction phasing), review the current design schedule and
letting date, evaluate the utility information collected, provide follow-up information on
compensable property rights, 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 (HorizontalNertical Master Design
File) and Task 4.9 (Cross Section Design Files) for utility conflict location identification and
adjustments.
Scope of Services Page A-36 Project Number: 60190
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7.10 Review Utility Markups & Work Schedules and Processing of Schedules &
Agreements
The CONSULTANT shall review utility marked up plans and work schedules as they are
received for content and coordinate review with the designer. Send color markups and schedules
to the appropriate COUNTY office(s) such as survey, geotechnical, drainage, structures, lighting,
roadway, signals, utilities, landscape architecture, municipalities, maintaining agency, and
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 completion of their work schedules and
agreements. Includes phone calls, face-to-face meetings, etc., to motivate and ensure the UAO(s)
complete and return the required documents in accordance with the project schedule. Ensure the
resolution of all known conflicts. The CONSULTANT shall keep accurate minutes of all
meetings and distribute a copy to all attendees. This task can be applied to all phases of the
project.
7.12 Utility Constructability Review — N/A
7.13 Additional Utility Services — N/A
7.14 Processing Utility Work by Highway Contractor (UWHC) — N/A
7.15 Contract Plans to UAO(s) — N/A
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 RGBs, UWS or No Conflict
letter from any non -responsive UAO.
7.17 Other Utilities — N/A
8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES
The CONSULTANT is responsible for obtaining all permits, compliances, and clearances required
for the construction of this project. This includes the acquisition of all applicable stormwater and
environmental permits in accordance with Chapter 62-25, Regulation of Storm water Discharge,
Florida Administrative Code; Chapter 373 and 403, Florida Statutes; Chapters 40 and 62, Florida
Scope of Services Page A-37 Project Number: 60190 COW,
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 assure that design efforts are properly directed toward permit
requirements.
The CONSULTANT shall research any existing easements or other restrictions that may exist
both within or adjacent to the proposed project boundary. Project research may include but
should not be limited to review of available: federal, state, and local permit files and databases;
and local government information including county and property appraiser data. The
CONSULTANT shall determine if any Sovereign Submerged Lands easements need to be
modified or acquired. Any applicable information will be shown on the plans as appropriate.
8.2 Field Work
8.2.1 Pond Site Alternatives — N/A
8.2.2 Establish Wetland Jurisdictional Lines and Assessments:
The CONSULTANT shall 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 373.4211, F.S..; United States Army Corps
of Engineers (USACE) Wetland Delineation Manual (Technical Report Y-87- 1);
Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Atlantic
and Gulf Coastal Plain Region (ERD/EL TR-10-20).
• Collect all data and information necessary to determine the jurisdictional boundaries of
wetlands and other surface waters as defined by the rules or regulations of each
permitting agency processing a COUNTY permit application for the project.
• Set seasonal high-water levels in adjacent wetlands with biological indicators
• Prepare aerial maps showing the jurisdictional boundaries of wetlands and other surface
waters. Aerial maps shall be reproducible, of a scale of 1 "=400' or more detailed and be
recent photography. The maps shall show the jurisdictional boundaries of each agency.
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.
Scope of Services Page A-38 Project Number: 60190
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• Prepare a written assessment of the current condition and functional value of the
wetlands and other surface waters. Prepare data in tabular form which includes the ID
number for each wetland (and other surface water, if necessary) impacted, size of
wetland to be impacted, type of impact, and identify any wetland (by ID number and
size) within the project limits that will not be impacted by the project.
• Prepare appropriate agency forms to obtain required permits. Forms may include but are
not limited to the USACE "Wetland Determination Data Form — Atlantic and Gulf
Coastal Plain Region"; the USACE "Approved Jurisdictional Determination Form";
Uniform Mitigation Assessment Method forms and/or project specific data forms.
8.2.3 Species Surveys:
The CONSULTANT shall conduct general 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 Florida bonneted bat (FBB), 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. No other species -specific surveys are
included as part of this scope.
8.3 Agency Verification of Wetland Data
The CONSULTANT shall be responsible for verification of wetland, surface water, 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 obtain the
environmental permits 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.
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.), a cover letter with
project description as well as completion of applicable agency forms. The CONSULTANT
shall prepare and respond to agency Requests for Additional Information (RAIs), including
Scope of Services Page A-39 Project Number: 60190 001
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: N/A
8.5 Coordinate and Review Dredge and Fill Sketches
The CONSULTANT shall review Dredge and Fill Detail sheets to ensure information on the
sketch(es) meet the requirements of the regulatory agencies and are appropriate for
environmental permit application submittal and acquisition. The CONSULTANT will also
provide environmental data/information as needed to support the preparation of the Dredge and
Fill sketches.
8.6 Prepare USCG Permit Application — N/A
8.7 Prepare Water Management District or Local Water Control District Right of Way
Occupancy Permit Application
The CONSULTANT shall be responsible for the preparation of the 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 — N/A
8.9 Prepare USACE Section 408 Application to Alter a Civil Works Project —N/A
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.
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 Regulatory Agency Support — N/A
8.13 Technical Support to the COUNTY for Environmental Clearances and Re-
evaluations — N/A
8.14 Preparation of Environmental Clearances and Reevaluations — OPTIONAL
SERVICE
The CONSULTANT will verify with the FDOT Environmental Management Office if the Grant
funding requires applicability of the tasks within this section before commencing as an
OPTIONAL SERVICE (to be negotiated).
Tasks described within this section are work efforts applicable to the environmental analysis and
documentation for this Project. The CONSULTANT will analyze all viable Build Alternatives
and the No -Build Alternative with respect to impacts to natural, cultural, social and physical
Scope of Services Page A-40 Project Number: 60190
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resources and document all analyses. Wherever appropriate the CONSULTANT will describe
proposed measures to avoid, minimize, or mitigate project impacts on environmental resources.
Additionally, the CONSULTANT will summarize results of the environmental analysis in the
Environmental Document.
8.14.1 Preparation of Project Environmental Impact Report (PEIR) and Preliminary
Engineering Report— OPTIONAL SERVICE
The CONSULTANT shall prepare a Project Environmental Impact Report (PEIR) as
referenced in the Project Development and Environment Manual (PD&E Manual), Part 1,
Chapter 10, Section 10.2.2 (ptIch10-070120-current.pdf ).
The PEIR will document the project purpose & need, existing conditions, safety analysis,
comparative alternatives evaluation, and the preferred alternative.
8.14.2 Archaeological and Historical Resources
The CONSULTANT shall collect data necessary to completely analyze the impacts, due to
the proposed undertaking, to all cultural and historic resources, and prepare a Cultural
Resource Assessment Survey Report, in accordance with Part 2, Chapter 8 of the PD&E
Manual 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 shall be prepared with appropriate
documentation detailing the results of the survey and final assessments of resource
significance.
8.14.3 Wetland Impact Analysis — OPTIONAL SERVICE
The CONSULTANT shall analyze the impacts to wetlands due to changes to the project and
complete the wetlands section of a Natural Resources Evaluation Report, in accordance with
Part 2, Chapter 9 of the PD&E Manual.
8.14.4 Sociocultural Effects — OPTIONAL SERVICE
The CONSULTANT will conduct a Sociocultural Effects (SCE) evaluation in accordance
with Part 2, Chapter 4 of the PD&E Manual. The CONSULTANT will document the results
of the SCE evaluation in the Environmental Document and in the Project file. If no
involvement for a specific issue is indicated, then standard statements to that effect from Part
2, Chapter 4 of the PD&E Manual will be included in the Environmental Document. (Included
Scope of Services Page A-41 Project Number: 60190
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in 18.14.1)
Sociocultural effects include evaluation of impacts to social community cohesion, economics,
land use, mobility, aesthetics, relocation potential, and farmlands.
8.14.5 Protected Species and Habitat Impact Analysis — OPTIONAL SERVICE
The CONSULTANT shall collect data necessary to prepare the protected species and habitat
section of the Natural Resources Evaluation Report and analyze the impacts to protected
species and habitat by the changes to the project, in accordance with Part 2, Chapter 16 of the
PD&E Manual. The CONSULTANT shall perform the necessary analysis to complete
agency consultation in accordance with Section 7 or Section 10 of the Endangered Species
Act.
8.15 Other Environmental Permits — N/A
8.16 Contamination Impact Analysis
The CONSULTANT shall prepare Contamination Screening Evaluation for the project limits as
described in Part 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 Optional
Services, if warranted (to be negotiated). 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 —N/A
8.18 Technical Meetings
8.19 Quality Assurance/Quality Control
8.20 Supervision
8.21 Coordination
9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS
The CONSULTANT shall analyze, design, and develop contract documents for all structures in
accordance with applicable provisions as defined in Section 2.19, Provisions for Work. Individual
tasks identified in Sections 9 through 18 are defined in the 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 %"xl 1" paper and all sheets shall be numbered.
The final design calculations shall be signed and sealed by a Florida licensed professional engineer.
Scope of Services Page A-42 Project Number: 60190
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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 — N/A
9.2 Project Layout — N/A
9.3 General Notes and Bid Item Notes — N/A
9.4 Miscellaneous Common Details — N/A
9.5 Incorporate Report of Core Borings — N/A
9.6 Standard Plans — Bridges — N/A
9.7 Existing Bridge Plans — N/A
9.8 Quantities — N/A
9.9 Cost Estimate — N/A
9.10 Technical Special Provisions and Supplemental Terms and Conditions — N/A
9.11 Field Reviews
9.12 Technical Meetings
9.13 Quality Assurance/Quality Control
9.14 Independent Peer Review — N/A
9.15 Supervision
9.16 Coordination
10 STRUCTURES - BRIDGE DEVELOPMENT REPORT — N/A
11 STRUCTURES -TEMPORARY BRIDGE —NIA
12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE — N/A
13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE — N/A
14 STRUCTURES -STRUCTURAL STEEL BRIDGE — N/A
15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE — N/A
16 STRUCTURES - MOVABLE SPAN - N/A
17 STRUCTURES -RETAINING WALLS
The CONSULTANT shall prepare plans for Retaining Wall(s) as specified in Section 2.5.
17.1 Key Sheet — N/A
17.2 Horizontal Wall Geometry
Permanent Proprietary Walls — OPTIONAL SERVICE (To be negotiated)
Scope of Services Page A-43 Project Number: 60190
17.3 Vertical Wall Geometry
17.4 Semi -Standard Drawings
17.5 Wall Plan and Elevations (Control Drawings)
17.6 Details
Temporary Proprietary Walls — OPTIONAL SERVICE (To be negotiated)
17.7 Vertical Wall Geometry
17.8 Semi -Standard Drawings
17.9 Wall Plan and Elevations (Control Drawings)
17.10 Details
Cast -In -Place Retaining Walls — OPTIONAL SERVICE (To be negotiated)
17.11 Design
17.12 Vertical Wall Geometry
17.13 General Notes — N/A
17.14 Wall Plan and Elevations (Control Drawings)
17.15 Sections and Details
17.16 Reinforcing Bar List
Other Retaining Walls and Bulkheads (Airport Road Canal Weir)
17.17 Design
17.18 Vertical Wall Geometry
17.19 General Notes, Tables and Miscellaneous Details — N/A
17.20 Wall Plan and Elevations
17.21 Details
18 STRUCTURES - MISCELLANEOUS
The CONSULTANT shall prepare plans for Miscellaneous Structure(s) as specified in Section 2.5.
Concrete Box Culverts — OPTIONAL SERVICE (To be negotiated)
18.1 Concrete Box Culverts
18.2 Concrete Box Culverts Extensions
18.3 Concrete Box Culvert Data Table Plan Sheets
18.4 Concrete Box Culvert Special Details Plan Sheets
Strain Poles - N/A
18.5 Steel Strain Poles
18.6 Concrete Strain Poles
18.7 Strain Pole Data Table Plan Sheets
Scope of Services Page A-44 Project Number: 60190 c;A"
18.8 Strain Pole Special Details Plan Sheets
Mast Arms
18.9 Mast Arms
18.10 Mast Arms Data Table Plan Sheets
18.11 Mast Arms Special Details Plan Sheets — N/A
Overhead/Cantilever Sign Structure
18.12 Cantilever Sign Structures
18.13 Overhead Span Sign Structures —N/A
18.14 Special (Long Span) Overhead Sign Structures - N/A
18.15 Monotube Overhead Sign Structure —N/A
18.16 Bridge Mounted Signs (Attached to Superstructure) - N/A
18.17 Overhead/Cantilever Sign Structures Data Table Plan Sheets
18.18 Overhead/Cantilever Sign Structures Special Details Plan Sheets — N/A
High Mast Lighting — N/A
18.19 Non -Standard High Mast Lighting Structures— N/A
18.20 High Mast Lighting Special Details Plan Sheets— N/A
Noise Barrier Walls (Ground Mount) — OPTIONAL SERVICE (To be negotiated)
18.21 Horizontal Wall Geometry
18.22 Vertical Wall Geometry
18.23 Summary of Quantities - Aesthetic Requirements
18.24 Control Drawings
18.25 Design of Noise Barrier Walls Covered by Standards
18.26 Design of Noise Barrier Walls not Covered by Standards
18.27 Aesthetic Details
Special Structures — N/A
18.28 Fender System— N/A
18.29 Fender System Access— N/A
18.30 Special Structures— N/A
18.31 Other Structures— N/A
18.32 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles— N/A
18.33Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles -N/A
Scope of Services Page A-45 Project Number: 60190
18.34 Analytical Evaluation of Signal and Sign Structures, and High Mast Light Poles— N/A
18.35 Ancillary Structures Report— N/A
19 SIGNING AND PAVEMENT MARKING ANALYSIS
The CONSULTANT shall analyze and document Signing and Pavement Markings Tasks in
accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current
design memorandums.
19.1 Traffic Data Analysis
The CONSULTANT shall review the approved preliminary engineering report, typical section
package, traffic technical memorandum and proposed geometric design alignment to identify
proposed sign placements and roadway markings. Perform queue analysis.
19.2 No Passing Zone Study — N/A
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.
19.4 Multi -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
The CONSULTANT will provide electrical connections from the proposed school zone
flashers and electronic speed feedback signs to the proposed electrical service points. The
CONSULTANT will coordinate with the power company for providing service for the school
zone flashers and speed feedback signs.
19.7 Quantities
The CONSULTANT shall determine pay items and quantities and the supporting
documentation.
19.8 Cost Estimate
19.9 Technical Special Provisions and Supplemental Terms and Conditions — N/A
19.10 Other Signing and Pavement Marking Analysis — School Zone Signs
Design of new school zone signs for Pelican Marsh Elementary including installation of electronic speed
feedback signs mounted on the uprights.
19.11 Field Reviews
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19.12 Technical Meetings
19.13 Quality Assurance/Quality Control
19.14 Independent Peer Review — N/A
19.15 Supervision
19.16 Coordination
20 SIGNING AND PAVEMENT MARKING PLANS
The CONSULTANT shall prepare a set of Signing and Pavement Marking Plans in accordance with
all applicable manuals, guidelines, standards, handbooks, procedures, and current design
memorandums that includes the following.
20.1 Key Sheet
20.2 General Notes/Pay Item Notes
20.3 Project Layout — N/A
20.4 Plan Sheet
20.5 Typical Details — N/A
20.6 Guide Sign Work Sheets
20.7 Traffic Monitoring Site — N/A (see ITS section)
20.8 Cross Section (Sign Installations)
20.9 Service Point Details
The CONSULTANT will prepare service point details for providing power to the proposed school zone
flashers and electronic speed feedback signs.
20.10 Special Details — N/A
20.11 Interim Standards
20.12 Quality 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
The CONSULTANT shall perform all effort required for traffic data collection, including crash
reports, 72 hr. machine counts, 4 hr. turning movement counts, 7-day machine counts, and speed
Scope of Services Page A-47 Project Number: 60190
GAO
& delay studies.
21.1.1 72-hour Counts
The CONSULTANT shall collect directional counts for a 72-hour (3-day) period on
consecutive days for each direction of travel at the following locations:
o Airport Road (N of Vanderbilt Beach Road)
o Airport Road (S of Immokalee Road)
Count data shall be recorded by automatic devices furnished by the CONSULTANT. The
CONSULTANT shall determine the locations for machine counts, subject to the approval of
Collier County Traffic Operations. The counts shall be taken on a regular week with no
holidays. Counts shall not be taken at the selected locations during construction or when a
detour route is in place through the location. Counts shall not be taken during any break for
schools in the area. A seasonal adjustment factor provided by Collier County Traffic
Operations shall be required to develop in -season and off-season counts.
The CONSULTANT shall submit 72-hour counts in the study in tabular form, broken down
into direction of travel, days and hours in 15-minute increments, and hourly totals (one page
per 24-hour period, originating at 12:00 a.m. on each study day).
21.1.2 Approach Counts — Seven (7) day
The CONSULTANT shall collect approach counts for a period of at least seven (7)
consecutive days for each direction of travel at each of the 12 study intersections. Count data
shall be recorded by automatic devices furnished by the CONSULTANT. The seven (7) day
approach counts will be used to determine the operating time periods for each timing pattern
developed for the arterial. The CONSULTANT shall determine the locations for machine
counts, subject to the approval of Collier County Traffic Operations. The counts shall be
taken on a regular week with no holidays. Counts shall not be taken at the selected locations
during construction or when a detour route is in place through the location. Counts shall not
be taken during any break for schools in the area. A seasonal adjustment factor provided by
Collier County Traffic Operations shall be required to develop in -season and off-season
counts.
The CONSULTANT shall submit approach counts for sections in the study in tabular form,
broken down into direction of travel, days and hours in 15-minute increments, and hourly
totals (one page per 24-hour period, originating at 12:00 a.m. on each study day).
21.1.3 Turning Movement Counts
The CONSULTANT shall collect and summarize four (4) hours of fifteen -minute turning
movement counts at each of the study intersections (signalized and unsignalized) included in
the project limits, using the procedures contained in the Florida Department of Transportation
Manual on Uniform Traffic Studies (MUTS), Chapter IV, "Summary of Vehicle
Movements". The counts shall be conducted during the highest four hours of the day as
determined by average approach counts in 21.1.2, and include the AM peak, PM peak, Mid-
day peak, and Off-peak periods. The specific time frame for each period shall be determined
by the CONSULTANT and approved by Collier County Traffic Operations. The counts shall
Scope of Services Page A-48 Project Number: 60190
include trucks. One (1) day of turning -movement counts shall be made on a typical Tuesday,
Wednesday, or Thursday. Counts shall not be conducted on holidays or during special events.
Weekday counts shall not be conducted on non -school day. A seasonal adjustment factor
approved by Collier County Traffic Operations may be required.
The CONSULTANT shall summarize, seasonally adjust and balance existing traffic count
information and provide tabular and graphic representations of existing AM and PM peak
hour traffic volumes. The tables shall show the four hours of data collection divided into 15-
minute increments and one -hour totals. The format for the count data shall be approved by
Collier County Traffic Operations.
21.1.4 Gap Study — Three (3) Day
The CONSULTANT shall conduct a gap study at the Immokalee Road and Sam's Club
Driveway intersection to determine the number of gaps provided in eastbound traffic to allow
westbound left turns into the Sam's Club shopping center. The gap data shall be collected and
summarized for the same days and four (4) hours as the turning movement count collected in
Task 21.1.3.
21.1.5 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 limits. The inventory
shall consist of the following:
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
Scope of Services Page A-49 Project Number: 60190 OCIN(�
Operations for information and to make arrangements for access to all equipment cabinets.
21.2 Traffic Data Analysis
The CONSULTANT shall determine signal operation plan, intersection geometry, local signal
timings, pre-emption phasing & timings, forecasting traffic, and intersection analysis run. The
CONSULTANT shall use traffic data to determine recommended initial controller timings.
21.2.1 Traffic Forecasting
21.2.1.1 Travel Demand Forecasting
The COUNTY shall provide the recently adopted FDOT District 1 Regional Planning Model
(D 1 RPM). The CONSULTANT shall use the adopted D 1 RPM Model and provide Opening
Year and Design Year projections for the study segments. The CONSULTANT shall review
historical count information and any other data available. As necessary, the CONSULTANT
shall provide recommendations for use of different forecasts or growth rates. The
CONSULTANT shall perform a balance checking for roadway segments that cannot "lose"
traffic and any major traffic volume breaks that cannot be validated based on roadway features
(driveways).
21.2.1.2 Historical Growth Rate
The CONSULTANT shall obtain publicly available historical Average Annual Daily Traffic
(AADT) volumes within the study area. Utilizing the historical AADT and existing traffic
data collected in Task 21.1 the CONSULTANT shall calculate a historical growth rate to
compare to the future growth rate calculated in Task 21.2.1.1.
21.2.1.3 Future Year Traffic Volumes
Using the recommended growth method from Tasks 21.2.1.1 and 21.2.1.2 the CONSULTANT
shall develop future year Average Annual Daily Traffic (AADT) for Opening Year and Design
Year. Future year AADTs shall be provided for all segments between study intersections.
Design hour traffic volumes or Directional Design Hour Volumes (DDHVs) shall be
developed by the CONSULTANT. AADT volumes will be converted to Design Hour Traffic
or DDHVs for peak and reverse peak directions (i.e., AM and PM). Design hour traffic
volumes shall be developed using a standard K factor and D factors developed from the
existing traffic count information. Truck percentages for the peak and daily conditions shall
be reviewed based on historical traffic count information and data collected for the study.
Other factors such as peak hour factors (PHF), driver factors, etc. shall be developed from the
traffic information collected for this project.
Utilizing the existing traffic data and future year traffic data the CONSULANT shall calculate
Opening Year and Design year turning movement counts at all study intersections. The
CONSULTANT shall provide graphic representations of the Opening Year and Design Year
AM and PM peak hour traffic volumes.
21.2.2 Intersection Analysis
The CONSULTANT shall use the latest Collier County approved version of SYNCHRO to
run the existing conditions. Note: The SYNCHRO run of the existing conditions must be an
accurate representation of the existing conditions and after construction is completed.
SYNCHRO output shall be calibrated to verify that the SYNCHRO run is an accurate
Scope of Services Page A-50 Project Number: 60190 CPp
reflection of the existing conditions. Should SYNCHRO not adequately simulate traffic
conditions, an alternative software approved by Collier County Traffic Operations may be
used. The results of the SYNCHRO analysis shall be submitted to Collier County Traffic
Operations for review and approval.
SYNCHRO analysis shall be used with the following restrictions:
• The CONSULTANT shall determine minimum and maximum cycle lengths and
increments between cycle lengths to be analyzed and approved by Collier County
Traffic Operations.
• Average free speed or travel time shall be recommended by the CONSULTANT and
approved by Collier County Traffic Operations prior to analysis.
The CONSULTANT shall submit the draft and final SYNCHRO runs electronically using the
most current version.
21.2.3 Preliminary Intersection Control Evaluation (ICE) Assessment
For intersections where significant improvements are being considered (i.e., signalizing an unsignalized
intersection or adding a new left -turn lane) a preliminary Intersection Control Evaluation (ICE)
assessment shall be completed.
The Consultant shall perform all analysis required for a Stage 1 ICE evaluation in
accordance with FDOT's Manual on Intersection Control Evaluation.
Stage 1 ICE analysis considers many potential intersection control strategies and evaluates
them using the CAP-X and SPICE tools. The Cap-X tool is an operational analysis tool to
evaluate selected types of innovative intersection designs, and the SPICE tool evaluates the
safety performance of the intersections.
The results of the Stage 1 ICE analysis shall be documented in a technical memorandum and submitted to
the Collier County Traffic Operations for review and approval.
21.3 Traffic Signal Warrant Analyses
The CONSULTANT will evaluate the intersection at Curling Avenue 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 4-hour turning movement
counts from Task 21.1 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.
21.4 Systems Timings — N/A
Collier County Traffic Operations will perform the signal timing determination.
21.5 Reference and Master Signalization Design File
The CONSULTANT shall prepare the Signalization Design file to include all necessary design
Scope of Services Page A-51 Project Number: 60190
OCNO
elements and all associated reference files.
Scope for Proposed Signal Work Includes:
• One (1) new mast arm at the intersection of Pelican Marsh Blvd./Tiburon Blvd. Removal
of one (1) existing signal mast arm.
• Three (3) new signal mast arms at Pelican Marsh Elementary
• Three (3) new signal mast arms at Curling Avenue
• Two (2) potential replacements of the mast arms located at the NE corner of Airport Rd.
and Immokalee Rd for the northbound movement and the SE corner due to widening.
The NE corner mast arm will be replaced if the structural analysis shows this mast arm
failing with the proposed signal heads.
• Two (2) new mast arms for the northbound and southbound school zone flashers
21.6 Reference and Master Interconnect Communication Design File N/A (see ITS section)
21.7 Overhead Street Name Sign Design
The CONSULTANT shall design Signal Mounted Overhead Street Name signs.
21.8 Pole Elevation Analysis
21.9 Traffic Signal Operation Report
Includes the signal timing report for all signals.
21.10 Quantities
The CONSULTANT shall determine pay items and quantities and the supporting
documentation.
21.11 Cost Estimate
21.12 Technical Special Provisions and Supplemental Terms and Conditions
The CONSULTANT shall meet the latest version of the Collier County Signalization Technical
Special Provisions.
21.13 Safety Analysis
21.13.1 Crash Data
The CONSULTANT will obtain the most recent five (5) years of available data from available sources
for this Project. The crash data will include the number and type of crashes, crash locations, number of
fatalities and injuries, and estimates of property damage and economic loss.
21.13.2 Crash Analysis
The CONSULTANT will perform a crash analysis to determine historical trends/patterns. Based on
the information obtained from the crash data, the CONSULTANT will identify project safety needs
associated with the existing and future conditions. The CONSULTANT may use the Highway Safety
Manual (HSM) procedures to estimate the safety performance of the Project alternatives.
21.13.3 Documentation of Crash Analysis
Scope of Services Page A-52 Project Number: 60190 �,p0
The CONSULTANT will document the results in a standalone Safety Report.
21.14 Field Reviews
The CONSULTANT shall collect information from the maintaining agencies and conduct a
field review. The review should include, but is not limited to, the following:
• Existing Signal and Pedestrian Phasing
• Controller Make, Model, Capabilities and Condition/Age
• Condition of Signal Structure(s)
• Type of Detection as Compared with Current Collier County Traffic Operations' Standards
• Interconnect Media
• Controller Timing Data
21.15 Technical Meetings
21.16 Quality Assurance/Quality Control
21.17 Independent Peer Review — N/A
21.18 Supervision
21.19 Coordination
22 SIGNALIZATION PLANS
The CONSULTANT shall prepare a set of Signalization Plans in accordance with all applicable
manuals, guidelines, standards, handbooks, procedures, and current design memorandums, which
includes the following:
22.1 Key Sheet
22.2 General Notes/Pay Item Notes
22.3 Plan Sheet
22.4 Interconnect Plans — N/A (see ITS section)
22.5 Traffic Monitoring Site — N/A (see ITS section)
22.6 Guide Sign Worksheet
22.7 Special Details
22.8 Special Service Point Details
22.9 Mast Arm Tabulation Sheet
22.10 Strain Pole Schedule —N/A
22.11 TTCP Signal (Temporary)— N/A
22.12 Temporary Detection Sheet - N/A
22.13 Verification of Utilities Sheet (Included in 5.27)
22.14 Interim Standards
Scope of Services Page A-53 Project Number: 60190 CA(?
22.15 Quality Assurance/Quality Control
22.16 Supervision
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 — N/A
23.2 Lighting Design Analysis Report (LDAR)
The CONSULTANT shall prepare a Preliminary Lighting Design Analysis Report and shall be
submitted under a separate cover prior to the 60% plans submittal. The report shall provide
analyses for each typical section of the mainline, and arterial roads. Each lighting calculation
shall be properly identified as to the area that it covers.
The formal Lighting Design Analysis Report will be prepared in accordance with the FDOT
Design Manual 2022. The report shall include the evaluation of the 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 formal
LDAR will be submitted with the 60%, 90% and 100% plans submittals.
Intersection lighting design criteria will be applied at the intersections of Pelican Marsh
Blvd./Tiburon Blvd., Pelican Marsh Elementary and Curling Road. Review of intersection
lighting design at Vanderbilt Beach Road and Immokalee Road is not included as part of this
scope. Full pedestrian lighting of the sidewalk and/or the path is not included as part of this
scope.
The Lighting Design Analysis Report (LDAR) shall include:
• Lighting Design Criteria
• Lighting Calculations
• 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 — N/A
Scope of Services Page A-54 Project Number: 60190 C�.o
23.5 Reference and Master Design Files
The CONSULTANT shall prepare the Lighting Design file to include all necessary design
elements and all associated reference files.
23.6 Temporary Highway Lighting — N/A
23.7 Design Documentation — N/A (include in LDAR)
23.8 Quantities
The CONSULTANT shall determine pay items and quantities and supporting documentation.
23.9 Cost Estimate
23.10 Technical Special Provisions and Supplemental Terms and Conditions — N/A
23.11 Other Lighting Analysis
The CONSULTANT will review as -built drawings provided by the COUNTY for the existing
lighting and electrical information to design the proposed lighting. This review includes conduit,
circuits, service points, load centers, etc. The CONSULTANT will perform an analysis of
existing lighting levels along the corridor to determine the upgrades necessary along the corridor.
The CONSULTANT will coordinate the proposed lighting fixture to be used with the lighting
manufacturer and the COUNTY. The CONSULTANT will coordinate with Stonebridge Country
Club on the existing lighting at Winding Oaks Way and Airport Road. This existing lighting will
be included in the lighting analysis for the corridor.
23.12 Field 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 originate or touch
this Project's scope of work.
23.13 Technical Meetings
23.14 Quality Assurance/Quality Control
23.15 Independent Peer Review — N/A
23.16 Supervision
23.17 Coordination
24 LIGHTING PLANS
The CONSULTANT shall prepare a set of Lighting Plans in accordance with all applicable Collier
County Traffic Operations Roadway Lighting Technical Special Provisions, FDOT manuals,
guidelines, standards, handbooks, procedures, and current design memorandums.
24.1 Key Sheet
Scope of Services Page A-55 Project Number: 60190 OCA(�)
24.2 General Notes/Pay Item Notes
24.3 Pole Data, Legend & Criteria
24.4 Service Point Details
24.5 Project Layout — N/A
24.6 Plan Sheet
24.7 Special Details
24.8 Temporary Highway Lighting Detail Sheets — N/A
24.9 Temporary Highway Lighting Plan Sheets — N/A
24.10 Interim Standards
24.11 Quality Assurance/Quality Control
24.12 Supervision
25 LANDSCAPE ANALYSIS
The CONSULTANTS Certified Arborist shall conduct a cursory site inspection to determine the
likelihood of probable impacts to tree root systems and vegetation adjacent to and parallel with the
public right of way. A typical roadway section and plan over an aerial shall be provided for use
prior to the site inspection. A Memorandum of preliminary site observations along with any
recommended actions to be performed by the Contractor during construction shall be provided to
the engineer for incorporation into the construction documents. The Memorandum shall not be
considered as a tree evaluation or assessment of potential tree risk.
The limits of work for this task shall be between ten and fifteen feet outside of the Airport Road
public right-of-way boundaries, adjacent to the Pelican Marsh and Stonebridge residential
communities. It is assumed the limits of work shall be contained within the boundaries of the
existing public right of way with no work expanding into the private properties.
Architectural Pavers will be designed in medians with specification of adequate landscaping topsoil
within the medians where appropriate. Details to be included in Roadway Plan component. The
CONSULTANT will not provide analysis and/or Landscaping Irrigation and Planting Plan
component.
26 LANDSCAPE PLANS — N/A
27 SURVEY
The CONSULTANT shall perform survey tasks in accordance with all applicable statutes, manuals,
guidelines, standards, handbooks, procedures, and current design memoranda.
The CONSULTANT shall submit all survey notes and computations to document the surveys. All
field survey work shall be recorded in approved media and submitted to the COUNTY. Field books
submitted to the COUNTY must be of an approved type.
27.1 Horizontal Project Control (HPC)
Scope of Services Page A-56 Project Number: 60190 ' .�3
Establish or recover HPC, for the purpose of establishing horizontal control in the North
American Datum of 1983, 2011 adjustment, Florida State Plane Coordinate System, West Zone,
U.S Survey Feet. Project control will be set at approximately 500 feet or less along both sides
of the project corridor. 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 referenced to the North
American Vertical Datum of 1988. A closed loop shall be made through all project control.
Includes analysis and processing of all field collected data, and preparation of forms.
27.3 Alignment and/or Existing Right of Way (R/W) Lines
Establish, recover or re-establish project alignment. Also includes analysis and processing of all
field collected data, existing maps, and/or reports for identifying mainline, ramp, offset, or
secondary alignments. Depict alignment and/or existing R/W lines (in required format) per
COUNTY R/W Maps, platted or dedicated rights of way. Recover survey baseline for Airport
Pulling Road. Alignment will be field verified. (included in 27.6)
27.4 Mobile Targets - N/A
27.5 Reference Points
Reference project alignment, section, % section, center of section corners and General Land
Office (G.L.O.) corners as required. 5 Anticipated Government section corners that must be
referenced and CCRs generated prior to construction. 5 estimated survey baseline points to be
referenced.
27.6 Topography/Digital Terrain Model (DTM) (3D)
Locate all above ground features and improvements for the limits of the project by collecting
the required data for the purpose of creating a DTM with sufficient density. Shoot all break lines,
high and low points. Effort includes field edits, analysis and processing of all field collected
data, existing maps, and/or reports.
27.7 Planimetric (2D) (Included in 27.6)
27.8 Roadway Cross Sections/Profiles
Perform cross sections or profiles. May include analysis and processing of all field -collected
data for comparison with DTM.
27.9 Side Street Surveys -N/A
27.10 Underground Utilities
CONSULTANT will complete a SUE investigation in general accordance with ASCE
Standard 38-02: Standard Guideline for the Collection and Depiction of Existing Subsurface
Utility Data. CONSULTANT will search for the existence and approximate location of
subsurface utilities within the project limits except those listed under Exclusions below. The
specific work includes:
Scope of Services Page A-57 Project Number: 60190
CCAQ�
1. SUE Investigation — Office
a. Records research through customary means.
i. Identify utilities anticipated to exist within the project limits.
ii. Contact utility owners and request records and documents to ascertain
the existence and record location of their utilities.
iii. Document responses and compile record information
b. Mapping
i. All field obtained data will be mapped in Autodesk Civil 3D.
ii. Lines will be identified to represent each utility designated and the
expected quality level.
2. Sue Investigation — Field
a. SUE Investigation — Field
i. Documented conductive utilities - Designate with the objective of
achieving Quality Level B for conductive utilities. Where not possible,
lower Quality Levels will be established. Utilities of non-conductive
material installed with serviceable tracer wire or tape will be
considered conductive. It is important to note, however, that the
depicted location of such utilities represents the tracer rather than the
actual utility.
ii. Documented non-conductive utilities - Investigate with the objective of
achieving Quality Level C. Where not possible, depict at Quality Level
D. Non-conductive utilities, other than electric, with ready access
allowing Sonde, metal tape or detection rod insertion and tracking will
be investigated with the objective of achieving Quality Level B.
iii. Undocumented utilities - Those utilities that may exist in the project
area that have not been previously identified, are not discovered during
Records Research, and for which there is no prior knowledge.
CONSULTANT will use our standard search protocol in an attempt to
determine the existence and approximate location of undocumented
utilities; however, this work does not guarantee that all utilities will be
found and depicted.
3. Survey of SUE Investigation
a. All utility designations and test holes will be surveyed and submitted in a
final Subsurface Utility digital CAD file accompanied by a Surveyor's
Report. All CAD line work will be submitted as 2-D with electronic depth
labels where required.
4. SUE Exclusions - The following utilities and / or components will not be surveyed
or investigated:
• Quality Level A — Test holes (see optional below)
• Service lines
• Traffic control
• Streetlight and signage wiring
• Irrigation lines
• Cathodic protection
• Thrust blocks
• Septic systems
• Underground storage tanks, piping and wiring
• SCADA/IT/Data systems
Scope of Services Page A-58 Project Number: 60190
Construction related and other temporary facilities
SUE Limitation & Standard of Care
Subsurface Utility Engineering is a professional practice defined by the American Society of
Civil Engineers (ASCE) CONSULTANT conducts utility investigations in general accordance
with ASCE 38: Standard Guideline for the Collection and Depiction of Existing Subsurface
Utility Data. Identifying and mapping underground utilities is a result of gathering evidence
from various sources and exact utility locations are not confirmed unless visually exposed and
surveyed, and then only at those specific exposed locations. CONSULTANT will meet the
prevailing standard of care for services provided and does not guarantee that all utilities can
or will be identified, detected or precisely mapped 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.
As an OPTIONAL SERVICE, the CONSULTANT shall vacuum excavate nine 5-foot ` X" shaped
trenches at new underground infrastructure or earthwork excavation (i.e., drilled shafts, sheet
piles, strain poles, mast arms, miscellaneous foundations, drainage structures, pipe culverts,
new ditches, etc) in areas that work will be performed.
Additionally, as an OPTIONAL SERVICE, up to eighty (80) pothole locates will be performed.
Proposed SUE locate locations must be approved by the COUNTYprior to authorization of this
task. 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.
27.11 Outfall Survey — N/A
27.12 Drainage Survey
Locate underground data (XYZ, pipe size, type, condition and flow line) that relates to above
ground data. Includes field edits, analysis and processing of all field collected data, existing
maps, and/or reports. (Included in 27.6)
27.13 Bridge Survey (Minor/Major) — N/A
27.14 Channel Survey — (Included in 27.6)
27.15 Pond Site Survey — N/A
27.16 Mitigation Survey — N/A
27.17 Jurisdiction Line Survey
Perform field location (2-dimensional) of jurisdiction limits as defined by respective authorities,
also includes field edits, analysis and processing of all field collected data, preparation of reports.
Does not include preparation of specific purpose jurisdictional survey. Anticipating the length
of jurisdictional lines do not exceed 2,000 feet.
27.18 Geotechnical Support
Perform 3-dimensional (X,Y,Z) field location of boring sites established by geotechnical
engineer. Includes field edits, analysis and processing of all field collected data and/or reports.
Scope of Services Page A-59 Project Number: 60190
CAS
Anticipating the amount of boring sites does not exceed 300.
27.19 Sectional/Grant Survey — Included in 27.5. Note: anticipating the location of all accessible and
existing section corners relevant to the establishment of the project alignment / right-of-way.
27.20 Subdivision Location — Included in 27.5. Note anticipate only location of platted corners being
common corners on Airport -Pulling R/W and intersections with adjacent side roads. This shall not
be construed as retracement of entire adjoining platted blocks
27.21 Easement Surveys - Provide sketch and descriptions for 10 anticipated easements.
27.22 Project Control Sheets - N/A — All project control shall be included electronically and submitted
with 27.6. for incorporation into Roadway component set. Roadway FOR will be responsible for
signature.
27.23 Title Search Reports — (Included in 27.21)
27.24 Right of Way Staking, Parcel / Right of Way Line — N/A
27.25 Right of Way Monumentation — N/A
27.26 Line Cutting — N/A
27.27 Work Zone Safety
Provide work zone as required by COUNTY standards. Does not include any lane closures or flaggers if
required.
27.28 Vegetation Survey — N/A
27.29 Tree Survey — N/A
27.30 Miscellaneous Surveys — Storm Drain Video Inspection
The CONSULTANT shall perform all work necessary to digitally record, and internally inspect
all of the individual cross drainpipes within the project drainage system, to assess the overall
structural condition of each individual asset and to identify any and all defects, damage, missing
components, breaks, blockages, crushed, collapsed, vertical misalignments, and deteriorated or
severed pipe. All televising, and inspection services should be done during dry weather
conditions when flow is minimized in the system. This task also includes desilting the existing
eleven (11) cross drains pipes prior to inspection but does not include Maintenance of Traffic if
required. This task does not include the existing storm drain conveyance pipes.
At the conclusion of work, the CONSULTANT shall provide the COUNTY with all digital
video recordings and corresponding inspection reports. The report shall list all of the
aforementioned deficiencies with recommendations of corrective action, to be considered for
repair. The inspection reports shall include, but not be limited to the following:
1. Correct address/street/location of drainage pipes,
2. Pipe size, pipe shape, pipe length, & pipe type of material,
3. Photo identification,
4. Footage locations and descriptions of defects, damage, breaks, obstructions,
blockages, crushed, collapses, root intrusion, masonry plugs, offset joints, holes, rotten or
Scope of Services Page A-60 Project Number: 60190
severed pipe, sags, laterals, and missing components as applicable. Fees included under
6a.4a.
27.31 Supplemental Surveys — N/A
27.32 Document Research
Perform research of documentation to support field and office efforts involving surveying and
mapping.
27.33 Field Review
Perform verification of the field conditions as related to the collected survey data.
27.34 Technical Meetings
Attend meetings as required and negotiated by the COUNTY.
27.35 Quality Assurance/Quality Control (QA/QC)
Establish and implement a QA/QC plan. Also includes subconsultant review, response to
comments and any resolution meetings if required, preparation of submittals for review, etc.
27.36 Supervision
Perform all activities required to supervise and coordinate project. These activities must be
performed by the project supervisor, a Florida P.S.M. or their delegate as approved by the
COUNTY Project Manager.
27.37 Coordination
Coordinate survey activities with other disciplines. These activities must be performed by the
project supervisor, a Florida P.S.M. or their delegate as approved by the COUNTY Project
Manager.
28 PHOTOGRAMMETRY -N/A
29 MAPPING - N/A
30 TERRESTRIAL MOBILE LiDAR - N/A
31 ARCHITECTURE DEVELOPMENT - N/A
32 HIGHWAY TRAFFIC NOISE STUDY AND NOISE BARRIER DESIGN
A noise analysis shall be performed in accordance with the FDOT's Noise Policy (Chapter 18 of the
FDOT's PD&E Manual, effective July 1, 2020) and the FDOT's Traffic Noise Modeling and
Analysis Guidelines. The noise analysis and noise abatement evaluation shall be performed by or
supervised/reviewed by a person(s) who has attended the FDOT's Traffic Noise Analysis training
course or has attended and successfully completed the National Highway Institute's Highway Traffic
Noise Course (FHWA-NHI-142051). The Federal Highway Administration (FHWA) approved
noise model, the Traffic Noise Model (TNM) Version 2.5 (or most current version) shall be used
for the noise analysis, unless otherwise directed by the COUNTY.
32.1 Preliminary Noise Analysis
Scope of Services Page A-61 Project Number: 60190
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The CONSULTANT shall perform a land use review to identify noise sensitive sites or to
identify areas where the land use is subject to change. The CONSULTANT will provide an
analysis of feasibility and reasonableness for noise barriers, using design information (e.g.,
profile data, horizontal alignment data, etc.) that have been identified through 30% design.
Traffic Data: The CONSULTANT shall provide to the noise analyst the following data for each
road segment (i.e., intersection to intersection) for the existing and the design year with the
proposed improvements to the road:
• Level of Service C (LOS C) directional volumes
• Demand peak hour volumes (peak and off-peak directions)
• Posted speed
• Percentage of heavy trucks (HT) in the design hour
• Percentage of medium trucks (MT) in the design hour
• Percentage of buses in the design hour
• Percentage of motorcycles (MC) in the design hour
The COUNTY may also identify cross streets for which the same data is necessary. (i.e., a cross
street for which noise sensitive sites are in close proximity to the project). The CONSULTANT
shall contact the COUNTY for direction on the format to be used for providing the traffic data
and any requirements regarding approval of the data prior to its use for noise analysis. The traffic
data to be used in the noise analysis must be generated by a qualified traffic engineer/planner
who works for the COUNTY or is a COUNTY consultant.
The CONSULTANT will complete the noise modeling using the 30% roadway design plans and
profiles. The noise impact analysis will determine if noise abatement is warranted. If it is
warranted, the CONSULTANT will conduct a preliminary acoustical design of potential noise
barriers and determine if noise barriers would be acoustically feasible and also cost-effective,
or "reasonable" per FDOT's reasonableness policy. If no noise barriers are found to be
reasonable, the design noise analysis will be complete, and the CONSULTANT will prepare a
Noise Study Report (NSR) detailing the noise analysis, predicted design year noise impacts, and
noise barriers evaluated for feasibility and reasonableness. The preliminary NSR will be
submitted in electronic format. It is anticipated one round of review and comment by the
COUNTY will be required for the preliminary report. Comments if applicable will be
incorporated into the final report. The final report also requires county review and comment
before acceptance.
If the noise analysis determines that noise barriers are potentially feasible and reasonable, the
CONSULTANT shall proceed to Tasks 32.2 to determine if the acoustically feasible barriers
would be feasible from an engineering, perspective, and if so, to complete the reasonableness
determination.
32.2 Noise Barrier Evaluation
Wherever noise barriers were found to be potentially feasible and reasonable in Task 32.1, the
CONSULTANT will present the data along with recommendations to the COUNTY for
selection of the noise barrier's locations, barriers heights and lengths to be incorporated into the
75% design plans. These recommendations shall consider a detailed evaluation of noise barrier
Scope of Services Page A-62 Project Number: 60190 c,ACa
feasibility and reasonableness.
An evaluation of proposed noise barriers will be performed to identify any engineering conflicts
or constraints. The CONSULTANT will be responsible for documenting any resolutions to
engineering conflicts or issues that require modification to or preclude construction of a noise
barrier. At a minimum, the engineering review will consider the following:
• Right of way needs including access rights (air, light, view, ingress/egress, outdoor advertising
conflicts)
• Limited access issues
• Necessary construction and maintenance easements
• Safety issues (e.g., line of sight)
• Maintenance issues
• Structural and vegetative restrictions within easement
• Utility conflicts
• Drainage issues
• Environmental issues
• Other criteria as applicable
The CONSULTANT shall re -analyze noise barrier(s) for feasibility and reasonableness and re-
establish barrier height and length if design constraints require alteration in a barrier's location
or dimensions.
For all noise barriers that have been found to be feasible from an engineering, safety and conflict
standpoint, the CONSULTANT shall coordinate with the COUNTY to include the barrier(s) on
the design plans, as an Optional Service(to be negotiated). In addition, the CONSULTANT will
present a memo to the COUNTY Project Manager containing a recommendation for selection
of the barrier height and length to be carried forward for public input. This recommendation
shall consider amount of noise reduction provided, engineering constraints and cost
(reasonableness). In addition, the CONSULTANT will also consider the overall visual
appearance in relation to the existing and proposed site conditions. This includes smoothing the
profile along the top of a noise barrier to the extent possible while minimizing any loss in the
amount of noise reduction provided and extending the ends of a noise barrier to cover additional
receivers. Extending the ends of a noise barrier will not exceed the cost criteria and will only be
performed when it is appropriate and in the public interest.
32.3 Public Involvement during Final Design - OPTIONAL SERVICE (To be negotiated)
32.4 Outdoor Advertising Identification - N/A
32.5 Noise Study Report Addendum (NSRA) during Final Design
The results of noise barrier evaluations performed by the CONSULTANT shall be documented
in the NSRA (in accordance with Chapter 264 of the FDOT Design Manual (FDM)) and shall
include the results of the computer modeling (electronically), public involvement activities and
Scope of Services Page A-63 Project Number: 60190 CCA(�i
final noise abatement commitments.
32.6 Technical Meetings
Prior to proceeding with the noise barrier analysis, the CONSULTANT shall discuss and
coordinate with the appropriate COUNTY Project Manager and COUNTY staff. The purpose
of this discussion will be for the COUNTY to provide the CONSULTANT with all pertinent
project information and to confirm the methodologies to be used to conduct the noise analysis.
This meeting is mandatory and should occur after the Notice to Proceed is given to the
CONSULTANT. It is the responsibility of the CONSULTANT to undertake the necessary
action (e.g., phone calls, meetings, correspondence, etc.) to ensure that COUNTY staff is kept
informed of the noise analysis efforts so that these tasks are accomplished in a manner that will
enhance the overall success of the project.
32.7 Quality Assurance/Quality Control
QA/QC reviews will be performed for NSRA submitted to the COUNTY. Documentation of the
QA/QC will be provided to the COUNTY Project Manager. The CONSULTANT shall ensure
that the noise barrier(s) location(s), length, height and aesthetics as shown on the final design
plans are consistent with the results of the noise barrier evaluation and recommendation
documented in the original NSRA.
32.8 Supervision
32.9 Coordination
33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS
The CONSULTANT shall analyze and document Intelligent Transportations System (ITS) Analysis
Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures,
existing ITS standard operating procedures, strategic plans, Florida's SEMP guidelines, National
and regional ITS architectures, and current design memoranda.
33.1 ITS Analysis
The CONSULTANT shall review the approved preliminary engineering report, typical section
package, traffic technical memorandum and proposed geometric design alignment to identify
impacts to existing ITS components (if applicable) and proposed ITS field device placements.
The CONSULTANT shall review and follow Collier County Traffic Operations specifications
at all times for this design. The CONSULTANT shall review all Collier County Traffic
Operations and related FDOT ITS plans and documentation for the project corridor to ensure all
cited ITS elements are included in this project. The CONSULTANT shall use applicable FDOT
and COUNTY requirements and guidelines, including, but not limited to, the FDM, FDOT
Standard Plans, and FDOT Standard Specifications for Road and Bridge Construction in the
design of ITS. All ITS devices shall be compatible with Collier County Traffic Operations. The
CONSULTANT shall design the project such that all ITS field devices and ancillary components
comply with are supported within software approved by the COUNTY.
Arterial dynamic message signs (DMS) are not included in this Agreement.
33.2 Communications Subsystem Analysis
33.3 Grounding and Lightning Protection
Scope of Services Page A-64 Project Number: 60190
The CONSULTANT shall be responsible for a complete and reliable grounding and lightning
protection design to provide personnel and equipment protection against faults, surge currents
and lightning transients. The grounding and lightning protection system shall be designed in
accordance with the latest version of the FDOT Standard Specifications for Road and Bridge
Construction, Specification 620.
33.4 Power Subsystem
33.5 Voltage Drop Calculations
33.6 Design Documentation
33.7 Existing ITS
The CONSULTANT shall research any required legacy system or system components that may
be impacted by new work, such as: existing communications; existing types, numbers, locations,
models, manufacturers, and age of ITS devices; as -built plans; existing operating software;
existing center -to -field devices; and C2C communications and capabilities.
33.8 Queue Analysis
33.9 Reference and Master ITS Design File — N/A
33.10 Reference and Master Communications Design File
The CONSULTANT shall prepare the communication design file to include all necessary design
elements and all associated reference files as well as reference files of topo, R/W, roadway,
utilities files, existing ITS communications infrastructure, etc. This effort includes design and
layout of proposed communications conduit, cabinet, pull boxes, splice boxes, standard route
markers, communications plan overview, fiber optic splicing, connections, communications
hubs, etc.
The CONSULTANT design is expected to include the following attributes, facilities,
infrastructure, ITS devices, systems, and associated work:
Fiber Optic Infrastructure
Maintain connectivity and verify integrity of fiber infrastructure from Vanderbilt Beach Rd to
Immokalee Rd and this may require the installation of new fiber and conduit. Installation of new
fiber and conduit from Airport Rd & Pelican Marsh Elementary School intersection to Airport
Rd & Immokalee Rd. intersection.
Vehicle Detection/Count Station
The COUNTY has requested for the installation of the Wavetronix Smart Sensor HD and all
requisite accessories along Airport Rd, north of Pelican Marsh Blvd/Tiburon Blvd. It is
anticipated that two (2) sensors will be installed, one for each direction of traffic on two (2)
proposed strain poles. The detectors shall be positioned near other ITS field device infrastructure
including the fiber-optic splice vaults when feasible to reduce cost. Final detection station
locations shall be coordinated with the COUNTY during the design phase.
1080v HD CCTV/PTZ Cameras
1080p HD CCTV/PTZ
cameras shall provide coverage
at the signalized intersections of
Scope of Services
Page A-65
Project Number: 60190
cAo
Vanderbilt Beach Road, Pelican Marsh Blvd/Tiburon Blvd., Pelican Marsh Elementary and at
Curling Avenue. 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 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.
33.11 Pole Elevation Analysis
The CONSULTANT shall evaluate pole elevation requirements and design pole heights to meet
the Project requirements including field of view; elimination of occlusion; site access for
maintenance vehicles and personnel; access to pole mounted equipment, such as traffic
detectors, and cabinets; and probability of lightning strike.
33.12 Sign Panel Design Analysis — N/A
33.13 Quantities
The CONSULTANT shall determine pay items and quantities and supporting documentation.
33.14 Cost Estimate
33.15 Technical Special Provisions and Supplemental Terms and Conditions
33.16 Other ITS Analyses — N/A
33.17 Field Reviews
The CONSULTANT shall conduct a field review to identify necessary data for all elements of
the project including, but not limited to, the following:
• Existing ITS Field Devices as compared with the latest FDOT standards and COUNTY
requirements
• Device Make, Model, Capabilities, Condition / Age, Existence of SunGuide Software
Driver
• Condition of Structure(s), cabinets, and other above -ground infrastructure and devices
• Type of Detection as Compared with Current COUNTY Standards
• Underground Infrastructure
• Proximity of other utilities
• Traffic Operations
• Any other field reconnaissance as necessary to develop a complete ITS design package
33.18 Technical Meetings
33.19 Quality Assurance / Quality Control
33.20 Supervision
33.21 Coordination
34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS
Scope of Services Page A-66 Project Number: 60190
The CONSULTANT shall prepare a set of ITS Plans in accordance with the FDOT Design Manual
that includes the following:
34.1 Key Sheet
34.2 General Notes / Pay Item Notes
34.3 Project Layout — N/A
34.4 Typical and Special Details
The CONSULTANT shall prepare special details not addressed by FDOT Standard Plans,
including block diagrams, hub cabinets, wiring diagrams, solar power service, and special
mounting details.
34.5 Plan Sheet
The CONSULTANT shall prepare the ITS plan sheets to include all necessary information
related to the project design elements. The plan sheets shall include general and pay item notes
and pay items. The plans shall depict the location of pull boxes, splice boxes, conduit runs and
device locations with setbacks from the travel way. Devices shall be located by station and
offset.
34.6 ITS Communications Plans
34.7 Fiber Optic Splice Diagrams
The CONSULTANT shall produce fiber optic cable splicing diagrams to show the connectivity of
the fiber optic cable from its termini at field devices to the TMC. The diagrams shall denote new
and existing fiber routes, splices, and terminations involved in the work. The diagrams shall
identify cables by size, tube color / number and stand colors / numbers. All cables shall be
identified either by numbering system identified either by numbering system identified on the
plans or by bounding devices. The diagrams shall denote the types of connectors in the patch
panels.
34.8 Grounding and Lightning Protection Plans — N/A (Addressed in FDOT Standard Plans)
The CONSULTANT shall include efforts to design a complete and reliable lightning protection
design for each pole and associated devices, ITS device installation, as well as device cabinets
and communications hubs, etc. if not already addressed in the FDOT's Standard Plans.
34.9 Cross Sections
34.10 Guide Sign Work Sheets — N/A
34.11 Special Service Point Details — N/A
34.12 Strain Pole Schedule — N/A
34.13 Overhead / Cantilever Sign Structure — N/A
34.14 Other Overhead Sign Structures (Long Span, Monotube, etc.) —N/A
34.15 Temporary Traffic Control Plans — N/A
Scope of Services Page A-67 Project Number: 60190
34.16 Interim Standards
The CONSULTANT shall adhere to all FDOT's Interim Standards for ITS applications.
34.17 GIS Data and Asset Management Requirements — N/A
34.18 Quality Assurance / Quality Control
34.19 Supervision
35 GEOTECHNICAL
The CONSULTANT shall 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.
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), ground water resources, geology bulletins,
potentiometric maps, pile driving records, historic construction records and other geotechnical
related resources. Prior to field reconnaissance, CONSULTANT shall review U.S.G.S., S.C.S.
and potentiometric maps, and identify areas with problematic soil and groundwater conditions.
Roadway
The CONSULTANT shall be responsible for coordination of all geotechnical related field work
activities. The CONSULTANT shall retain all samples until acceptance of the design -build
criteria package. CONSULTANT shall perform specialized field-testing as required by project
needs and as directed in writing by the COUNTY's ProtJect Manager.
Scope of Services Page A-68 Project Number: 60190 CAo
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.
35.5 Coordinate and Develop TTCP for Field Investigation
Coordinate and develop Temporary Traffic Control Plan (TTCP). All work zone traffic control
will be performed in accordance with FDOT Standard Plans Index 102 series.
35.6 Drilling Access Permits
Obtain all State, County, City, and Water Management District permits for performing
geotechnical borings, as needed.
35.7 Property Clearances — N/A
35.8 Groundwater Monitoring
Monitor groundwater, using piezometers.
35.9 LBR / Resilient Modulus Sampling
Collect Limerock Bearing Ratio (LBR) samples at rate of 3 samples per mile and conduct LBR
testing per FDOT specifications.
35.10 Coordination of Field Work
Coordinate all field work required to provide geotechnical data for the project.
35.11 Soil and Rock Classification - Roadway
Refine soil profiles recorded in the field, based on results of laboratory testing.
35.12 Design LBR
Scope of Services Page A-69 Project Number: 60190 CA)
Determine design LBR values from the 90% and mean methods when LBR testing is required
by the COUNTY.
35.13 Laboratory Data
Tabulate laboratory test results for inclusion in the geotechnical report, the report of tests sheet
(Roadway Soil Survey Sheet), and for any necessary calculations and analyses.
35.14 Seasonal High Water Table
Review the encountered ground water levels and estimate seasonal high ground water levels.
Estimate seasonal low ground water levels.
35.15 Parameters for Water Retention Areas
Calculate parameters for water retention areas, exfiltration trenches, and/or swales.
35.16 Delineate Limits of Unsuitable Material
Delineate limits of unsuitable material(s) in both horizontal and vertical directions. Assist the
Engineer of Record with detailing these limits on the cross -sections. Prepare a plan view of the
limits of unsuitable material.
35.17 Electronic Files for Cross -Sections
Create electronic files of boring data for cross -sections.
35.18 Embankment Settlement and Stability
Estimate the total magnitude and time rate of embankment settlements. Calculate the factor of
safety against slope stability failure.
35.19 Monitor Existing Structures —N/A
35.20 Stormwater Volume Recovery and/or Background Seepage Analysis
Provide geotechnical parameters to allow the drainage engineer to perform stormwater volume
recovery analysis.
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.
35.22 Pavement Condition Survey and Pavement Evaluation Report
Prepare and submit the report in accordance with Section 3.2 of the FDOT Materials Manual:
Flexible Pavement Coring and Evaluation.
35.23 Preliminary Roadway Report
The purpose of the preliminary roadway report will be to assist in setting road grades and
Scope of Services Page A-70 Project Number: 60190 9
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 Final Report
The Final Roadway Report shall include the following:
• Copies of U.S.G.S. and S.C.S. maps with project limits shown.
• A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e.,
soils grouped into layers of similar materials) and construction recommendations relative to
Standard Plans Indices 120-001 and 120-002.
• The results of all tasks discussed in all previous sections regarding data interpretation and
analysis.
• An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample
embankment settlement and stability calculations, design LBR calculation/graphs, and other
pertinent calculations.
• The CONSULTANT will respond in writing to any changes and/or comments from the
COUNTY and submit any responses and revised reports.
35.25 Auger Boring Drafting
Draft auger borings as directed by the COUNTY.
35.26 SPT Boring Drafting
Draft SPT borings as directed by the COUNTY.
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 design -build
criteria package. CONSULTANT shall perform specialized field-testing as required by project
needs and 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 structural foundations for box culverts, walls, mast arm signals, and
other structures include the following:
Scope of Services Page A-71 Project Number: 60190 C.4i1
35.27 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.
35.28 Stake Borings/Utility Clearance
Stake borings and obtain utility clearance.
35.29 Coordinate and Develop TTCP for Field Investigation
Coordinate and develop TTCP plan. All work zone traffic control will be performed in
accordance with FDOT Standard Plans Index 102 series.
35.30 Drilling Access Permits
Obtain all State, County, City, and Water Management District permits for performing
geotechnical borings, as needed.
35.31 Property Clearances - N/A
35.32 Collection of Corrosion Samples
Collect corrosion samples for determination of environmental classifications.
35.33 Coordination of Field Work
Coordinate all field work required to provide geotechnical data for the project.
35.34 Soil and Rock Classification - Structures
Soil profiles recorded in the field should be refined based on the results of laboratory testing.
35.35 Tabulation of Laboratory Data
Laboratory test results should be tabulated for inclusion in the geotechnical report and for the
necessary calculations and analyses.
35.36 Estimate Design Groundwater Level for Structures
Review encountered groundwater levels, estimate seasonal high groundwater levels, and
evaluate groundwater levels for structure design.
35.37 Selection of Foundation Alternatives (BDR) — N/A
35.38 Detailed Analysis of Selected Foundation Alternate(s) N/A
35.39 Bridge Construction and Testing Recommendations — N/A
35.40 Lateral Load Analysis — N/A
35.41 Walls — OPTIONAL SERVICES (To be negotiated)
35.42 Sheet Pile Wall Analysis — OPTIONAL SERVICES (To be negotiated)
Scope of Services Page A-72 Project Number: 60190 9
35.43 Design Soil Parameters for Signs, Signals, High Mast Lights, and Strain Poles and
Geotechnical Recommendations
Provide the design soil profile(s) that include the soil model/type of each layer and all soil
properties required by the Engineer of Record for foundation design. Review design for
geotechnical compatibility and constructability.
35.44 Box Culvert Analysis — OPTIONAL SERVICES (To be negotiated)
35.45 Preliminary Report - Bridge and Associated Walls —N/A
35.46 Final Report - Bridge and Associated Walls — N/A
35.47 Final Reports — Signals and Baffle Boxes
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
FDOT 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
sealed by a Professional Engineer licensed in the State of Florida. These reports will be submitted to
the COUNTY for review prior to 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 I" x 17")
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
35.48 SPT Boring Drafting
Prepare a complete set of drawings to include all SPT borings, auger borings and other pertinent
soils information in the plans. Include these drawings in the Final Geotechnical Report. Draft
borings, location map, S.C.S. map and U.S.D.A. map as directed by the COUNTY. Soil symbols
must be consistent with those presented in the latest FDOT Soils and Foundations Handbook.
35.49 Other Geotechnical —N/A
Scope of Services Page A-73 Project Number: 60190 CA(,
35.50 Technical Special Provisions and Supplemental Terms and Conditions — N/A
35.51 Field Reviews
Identify and note surface soil and rock conditions, surface water conditions and locations, and
preliminary utility conflicts. Observe and note nearby structures and foundation types.
35.52 Technical Meetings
35.53 Quality Assurance/Quality Control
35.54 Supervision
35.55 Coordination
36 3D MODELING — N/A
37 PROJECT REQUIREMENTS
37.1 Liaison Office
The COUNTY and the CONSULTANT will designate a Liaison Office and a Project Manager
who shall be the representative of their respective organizations for the Project. While it is
expected the CONSULTANT shall seek and receive advice from various state, regional, and
local agencies, the final direction on all matters of this project remain with the COUNTY Project
Manager.
37.2 Key Personnel
The CONSULTANT's work shall be performed and directed by the key personnel identified in
the proposal presentations by the CONSULTANT. Any changes in the indicated personnel shall
be subject to review and approval by COUNTY.
37.3 Progress Reporting
The CONSULTANT shall meet with the COUNTY as required and shall provide a written
monthly progress report that describes the work performed on each task. The Project Manager
will make judgment on whether work of sufficient quality and quantity has been accomplished
by comparing the reported percent complete against actual work accomplished.
37.4 Correspondence
Copies of all written correspondence between the CONSULTANT and any party pertaining
specifically to this contract shall be provided to the COUNTY for their records within one (1)
week of the receipt or mailing of said correspondence.
37.5 Professional Endorsement
The CONSULTANT shall have a Licensed Professional Engineer in the State of Florida sign
and seal all reports, documents, Technical Special Provisions and 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.
Scope of Services Page A-74 Project Number: 60190
CA()
It is the responsibility of the CONSULTANT to meet the requirements in the FDOT's CADD
Manual. The CONSULTANT shall submit final documents and files as described therein or as
amended by this Scope of Services.
37.7 Coordination with Other Consultants
The CONSULTANT is to coordinate his work with any and all adjacent and integral consultants
so as to effect complete and homogenous plans and specifications for the project(s) described
herein.
Scope of Services Page A-75 Project Number: 60190 oclw
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.
Tasks/Item
Description
Lump Sum
Time and
Materials
Not -To -Exceed
1
30% Design Submittal
$ 712,284.11
$
2
60% Design Submittal
$ 525,378.05
$
3
90% Design Submittal
$296,668.04
$
4
Final Design Submittal
$162,537.13
$
5
3.8 Post Design Services
$
$ 74,862.67
6
8.14 Preparation of Environmental Clearances and
$ 62,595.00
$
Reevaluations (Optional Service)
$
$
7
27.10 Underground Utilities (SUE) (Optional Service)
$ 65,675.00
$
Page 18 of 30
PSA_CCNA Single Project Agreement [2022_ver. l ]
$
$
Total Lump Sum Fee
$ 1,825,137.33
Total Time and Materials Fee
=
$74.862.67
GRAND TOTAL FEE
$1,900,000
B.2.2. 0* 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.
Page 19 of 30
PSA_CCNA Single Project Agreement [2022 ver.1]
t
B.2.3. ■❑* 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.
B.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.
B.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 "laches" 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:
Page 20 of 30
PSA_CCNA Single Project Agreement [2022_ver.l]
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.
B.3.4.1.2. 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
Page 21 of 30
PSA_CCNA Single Project Agreement [2022_ver.I]
SCHEDULE B —ATTACHMENT 1
CONSULTANT'S HOURLY RATE SCHEDULE
Title
Hourly Rate
Principal
$ 238.00
Senior Pro'ect Manager
$ 201.00
Pro'ect Manager
$ 165.00
Senior Engineer
$ 175.00
Engineer
$ 136.00
Senior Inspector
$ 117.00
Senior Inspector
$ 96.00
Senior Planner
$ 164.00
Planner
$ 130.00
Senior Designer
$ 128.00
Designer
$ 109.00
Environmental Specialist
$ 120.00
Senior Environmental Specialist
$ 156.00
Scientist/Geolo ist
$ 115.00
Senior Scientist/Geologist
$ 156.00
Senior GIS Specialist
$ 149.00
GIS Specialist
$ 114.00
Clerical/Administrative
$ 73.00
Senior Technician
$ 102.00
Technician
$ 83.00
CADD Technician
$ 95.00
Senior Landscape Architect
$ 177.00
Landscape Architect
$ 148.00
Marine Biolo ist/H dro eolo ist
$ 133.00
Senior Marine Biolo ist/H dro eolo ist
$ 169.00
Surveyor and Mapper
$ 142.00
Survey Crew - 2 man
$ 152.00
Survey Crew - 3 man
$ 185.00
Survey Crew - 4 man
$ 218.00
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 Projects, the above hourly
rates are for purposes of providing estimate(s), as required by the grantor agency.
Page 22 of 30
PSA_CCNA Single Project Agreement [2022_ver.I]
CAS
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
210
2
60% Submittal
380
3
90% Submittal
510
4
Final Submittal
720
5
3.8 Post Design Services
1330
6
8.14 Preparation of Environmental Clearances and
Optional Service by NTP
Reevaluations (Optional Service)
7
27.10 Underground Utilities (SUE) (Optional Service)
Optional Service by NTP
Page 23 of 30
PSA_CCNA Single Project Agreement [2022 ver.l]
DA01
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]
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. 0 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
Employers' Liability - The coverage must include Employers' Liability with a minimum limit of
$1,000,000 for each accident.
The insurance company shall waive all claims rights against the COUNTY and the policy shall be so
endorsed.
11. ❑ '
Per GlammigGeuFFeRG&
12. ❑
the We*. GeYeFage shall have MiRiffibiffilifflit. Of $ PeF GIa FAQ6 FFeR
13. ❑1 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.
Page 25 of 30
PSA_CCNA Single Project Agreement [2022_ver. I]
CAQ�
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.
15. ❑ WaterSr'ft Liabilit r shall be CONSULTANT
�a� T�v 9v Efag�,Tcrrr—p�6ar�le� ���kiC.�r—yr—the
SJd€ 3P�Sk��TANT I+ffl+ts of ne#lesrs than the GG ffleFGial Gene al Liability l f+ h
16. ❑ Aircraft LisbiIiiTGe erage—shall•- be GaFFied by-- the --CONSULTA�-8F the
17. OF BUSINESS AUTOMOBILE LIABILITY INSURANCE. Coverage shall have minimum limits
of $1,000,000 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.
18. ❑ T€GHN LOGY ERRORS AND OMISSIONS INSURANCE. Gey a shall have
M iRi M U m I i mats-ef $ QGG6148RGem
Eta
19. o , o € R , INSURANCE. G o o e ra Eshall have Fninimum limits e# ReK'
OS6Ee-
20. 0 UMBRELLA LIABILITY.
A. Umbrella Liability may be maintained as part of the liability insurance of the CONSULTANT
and, if so, such policy shall be excess of the Employers' Liability, Commercial General Liability, and
Automobile Liability coverages required herein and shall include all coverages on a "following form"
basis.
B. The policy shall contain wording to the effect that, in the event of the exhaustion of any
underlying limit due to the payment of claims, the Umbrella policy will "drop down" to apply as primary
insurance.
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 $ 2,000,000 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.l ]
CAS'
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]
Page 27 of 30
PSA_CCNA Single Project Agreement [2022_ver. I] /%
`C e°. .
SCHEDULE E
TRUTH IN NEGOTIATION CERTIFICATE
In compliance with the Consultants' Competitive Negotiation Act, Section 287.055, Florida
Statutes, KISINGER CAMPO & ASSOCIATES, CORP. (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 AIRPORT ROAD WIDENING
"project" is
accurate, complete and current as of the time of contracting.
TITLE: CEO / President
DATE: November 30, 2022
Page 28 of 30
PSA_CCNA Single Project Agreement [2022_ver. I I
SCHEDULEF
KEY PERSONNEL
Name
Personnel Category
Percentage of
Time
Richard Harrison, PE
Principal
5
Fathv Abdalla, PE
Senior Project Manaqer
10
Deborah Hernandez, PE
Senior Project Manaqer
5
Josh Robinson, PE
Senior Project Manaqer
5
John Mazeres, PE
Senior Protect Manaqer
5
Adrienne Wisdom, PE
Protect Manaqer
30
Jason Labarbara, PE
Senior Enqineer
5
Brian Rose, PE
Senior Enqineer
30
Jesse Gill, PE
Enqineer
50
Ludo Martinez, PE
Enqineer
30
Courtney Richards, PE
Enqineer
30
Martin Horwitz
Senior Environmental Specialist
20
Nicole Selly
Senior Environmental Specialist
10
Catie Neal
Senior Environmental Specialist
20
Page 29 of 30
PSA_CCNA Single Project Agreement t2022_ver.I]
SCHEDULE G
Other: Grant Certifications and Assurances
(Description)
■0 following this page (pages 1 through 10
❑ this schedule is not applicable
Page 30 of 30
PSA_CCNA Single Project Agreement [2022_ver.l]
EXHIBIT EA STATE CONTRACT PROVISIONS
FLORIDA DEPARTMENT OF TRANSPORTATION
CSFA 55.008
The supplemental conditions contained in this section are intended to cooperate with, to supplement, and
to modify the general conditions and other specifications. In cases of disagreement with any other section
of this contract, the Supplemental Conditions shall govern.
Contractor means an entity that receives a contract.
The services performed by the awarded Contractor shall be in compliance with all applicable grantor
regulations/requirements, and additional requirements specified in this document. It shall be the awarded
Contractor's responsibility to acquire and utilize the necessary manuals and guidelines that apply to the
work required to complete this project. In general,
1) The contractor (including all subcontractors) must insert these contract provisions in each lower
tier contracts (e.g., subcontract or sub -agreement);
2) The contractor (or subcontractor) must incorporate the applicable requirements of these contract
provisions by reference for work done under any purchase orders, rental agreements and other
agreements for supplies or services;
3) The prime contractor is responsible for compliance with these contract provisions by any
subcontractor, lower -tier subcontractor or service provider.
FCP-1
EXHIBIT LA STATE CONTRACT PROVISIONS
CONTRACT PROVISIONS
Records Retention and Access
The contractor and all subcontractors shall maintain and retain sufficient records demonstrating its
compliance with the terms of the Agreement for a period of at least five (5) years after final payment is
made and shall allow the County, the Florida Department of Transportation (FDOT), or its designee's
access to such records upon request.
The contractor agrees to comply with 20.055(5) F.S. and incorporate in all its subcontractors the obligations
to comply with 20.055(5)F.S to cooperate with the inspector general in any investigation, audit, inspection,
review, or hearing pursuant to this section.
Restrictions, Prohibitions, Controls and Labor Provisions:
a. 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 on a contract to provide any goods or services to a public entity; may not
submit a bid on a contract with a public entity for the construction or repair of a public building or public
work; may not submit bids 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 Section 287.017,
Florida Statutes, for CATEGORY TWO for a period of 36 months from the date of being placed on the
convicted vendor list.
b. In accordance with Section 287.134, Florida Statutes, an entity or affiliate who has been placed on the
Discriminatory Vendor List, kept by the Florida Department of Management Services, may not submit a bid
on a contract to provide goods or services to a public entity; may not submit a bid on a contract with a public
entity for the construction or repair of a public building or public work; may not submit bids 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.
c. An entity or affiliate who has had its Certificate of Qualification suspended, revoked, denied or have
further been determined by the FDOT to be a non -responsible contractor may not submit a bid or perform
work for the construction or repair of a public building or public work on a contract with the Recipient.
d. No funds received pursuant to this Agreement may be expended for lobbying the Florida Legislature,
judicial branch, or any state agency, in accordance with Section 216.347, Florida Statutes.
e. The Department shall consider the employment by any contractor of unauthorized aliens a violation of
Section 274A(e) of the Immigration and Nationality Act. If the contractor knowingly employs unauthorized
aliens, such violation will be cause for unilateral cancellation of this Agreement.
f. The Contractor shall:
i. Utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment
eligibility of all new employees hired by the Recipient during the term of the contract; and
ii. Expressly require any subcontractors performing work or providing services pursuant to the
state contract to likewise utilize the U.S. Department of Homeland Security's E-Verify system to
verify the employment eligibility of all new employees hired by the subcontractor during the contract
term.
g. The contractors and subcontractors to comply with all federal, state, and local laws and regulations
applicable to this Project.
FCP-2
EXHIBIT LA
Indemnification
STATE CONTRACT PROVISIONS
"To the extent provided by law the Recipient's contractor/consultant shall indemnify, defend, and
hold harmless the Recipient and the State of Florida, Department of Transportation, including the
Department's officers, agents, and employees against any actions, claims, or damages arising
out of, relating to, or resulting from negligence or wrongful act(s) of the contractor or consultant
or any of itsotticers. agents. or employees, acting within the scope of their office or employment,
in connection with the rights granted to or exercised by the contractor or consultant hereunder, to
the extent and within the limitations of Section 768 28. Florida Statutes.
The foregoing indemnification shall not constitute a waiver of sovereign immunity beyond the limits
set forth in Florida Statutes, Section 768.28. Nor shall the same be construed to constitute
agreement by the contractor or consultant to indemnify the Recipient for the negligent acts or
omissions of the Recipient, its officers, agents. or employees, or third parties. Nor shall the same
be construed to constitute agreement by the contractor or consultant to indemnify the Department
for the negligent acts or omissions of the Department, its off cers. agents, or employees, or third
parties. This indemnification shall survive the termination of this Agreement."
Conflict of Interest
FDOT Conflict of Interest procedures are applicable to this contract.
Miscellaneous Provisions
The County's contractors, subcontractors, consultants, and subconsultants are not agents of The Florida
Department of Transportation as a result of this contract.
FCP-3
EXHIBIT 1.13
GRANT CERTIFICATIONS AND ASSURANCES
GRANT CERTIFICATIONS AND ASSURANCES
THE FOLLOWING DOCUMENTS NEED TO BE RETURNED WITH SOLICIATION DOCUMENTS
BY DEADLINE TO BE CONSIDERED RESPONSIVE
1. Certification Regarding Debarment, Suspension, and Other Responsibility Matters - Primary Covered
Transactions
2. Conflict of Interest
3. Anticipated DBE, M/WBE or VETERAN Participation Statement
4. Opportunity List for Commodities and Contractual Services and Professional Consultant Services
5. Acknowledgement of Grant Terms and Conditions
GCA - 1
OCAO
EXHIBIT 1.13
GRANT CERTIFICATIONS AND ASSURANCES
COLLIER COUNTY
Certification Regarding Debarment, Suspension, and Other Responsibility Matters
Primary Covered Transactions
(1) The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals:
(a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily
excluded from covered transactions by any Federal department or agency;
(b) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment
rendered against them for commission of fraud or a criminal offense in connection with obtaining,
attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a
public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft,
forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen
property;
(c) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity
(Federal, State or local) with commission of any of the offenses enumerated in paragraph (1)(b) of this
certification; and
(d) Have not within a three-year period preceding this application/proposal had one or more public
transactions (Federal, State or local) terminated for cause or default.
(2) Where the prospective primary participant is unable to certify to any of the statements in this certification,
such prospective participant shall attach an explanation to this proposal.
Thomas Shaw, PE
Name
Sr. VP/Director of Production
Title
Kisinger Campo & Associates, Corp
Firm
Airport Road Widening I RPS No. 21-7862
Project Name
FPID: 440441-1
Project Number
59-1677145
Tax ID Number
085089126
DUNS Number
201 North Franklin Street, Suite 400, Tampa, FL 33602
Street Address, City, State, Zip
Signatu'rel
GCA - 2
��� I KISINGER CAMPO Design Services for Airport Road Widening I RPS No.: 21-7862 1 Tab 5 110
EXHIBIT 1.13 GRANT CERTIFICATIONS AND ASSURANCES
COLLIER COUNTY
Conflict of Interest Certification
RPS No. 21-7862
Collier County Solicitation No.
I, Thomas Shaw, PE , hereby certify that to the best of my knowledge, neither I
nor my spouse, dependent child, general partner, or any organization for which I am serving as an officer,
director, trustee, general partner or employee, or any person or organization with whom I am negotiating or have
an arrangement concerning prospective employment has a financial interest in this matter.
I further certify to the best of my knowledge that this matter will not affect the financial interests of any member
of my household. Also, to the best of my knowledge, no member of my household; no relative with whom I
have a close relationship; no one with whom my spouse, parent or dependent child has or seeks employment;
and no organization with which I am seeking a business relationship nor which I now serve actively or have
served within the last year are parties or represent a party to the matter.
I also acknowledge my responsibility to disclose the acquisition of any financial or personal interest as described
above that would be affected by the matter, and to disclose any interest I, or anyone noted above, has in any
person or organization that does become involved in, or is affected at a later date by, the conduct of this matter.
Thomas Shaw, PE
Name
Sr. Vice President/Director of Production 07/01/2021
Position Date
Privacy Act Statement
Title I of the Ethics in Government Act of 1978 (5 U.S.C. App.), Executive Order 12674 and 5 CFR Part 2634,
Subpart I require the reporting of this information. The primary use of the information on this form is for review
by officials of The Justice Department to determine compliance with applicable federal conflict of interest laws
and regulations. Additional disclosures of the information on this report may be made: (1) to a federal, state or
local law enforcement agency if the Justice Department becomes aware of a violation or potential violation of
law or regulations; (2) to a court or party in a court or federal administrative proceeding if the government is a
party or in order to comply with a judge -issued subpoena; (3) to a source when necessary to obtain information
relevant to a conflict of interest investigation or decision; (4) to the National Archives and Records
Administration or the General Services Administration in records management inspections; (5) to the Office of
Management and Budget during legislative coordination on private relief legislation; and (6) in response to a
request for discovery or for the appearance of a witness in a judicial or administrative proceeding, if the
information is relevant to the subject matter. This confidential certification will not be disclosed to any
requesting person unless authorized by law. See also the OGE/GOVT-2 executive branch -wide Privacy Act
system of records.
GCA-3
CAO
COLLIER COUNTY
ANTICIPATED DISADVANTAGED, MINORITY, WOMEN OR VETERAN PARTICIPATION STATEMENT
Status will be verified. Unverifable statuses will require the Vendor/Prime Contractor to either provide a revised statement or provide source
documentation that validates a status. Contractor means an entity that receives a contract.
A. VENDOR/PRIME CONTRACTOR INFORMATION
PRIME NAME I PRIME FEID NUMBER I CONTRACT DOLLAR AMOUNT
Kisinger Campo & Associates, Corp. 59-1677145
IS THE PRIME A FLORIDA-CERTIFIED DISADVANTAGED, VETERAN? Y IS THE ACTIVITY OF THIS CONTRACT,
MINORITY OR WOMEN BUSINESS ENTERPRISE DBE? Y N CONSTRUCTION? Y NO
(DBE/MBE/WBE)? OR HAVE A SMALL DISADVANTAGED
BUSINESS 8A CERTIFICATION FROM THE SMALL BUSINESS MBE? Y N CONSULTATION? Y N
ADMINISTRATION? OR A SERVICE DISABLED VETERAN? WBE? Y N OTHER? O N
SDB 8A? Y
IS THIS SUBMISSION A REVISION? Y N IF YES, REVISION NUMBER
B. IF PRIME HAS SUBCONTRACTOR OR SUPPLIER WHO IS A DISADVANTAGED MINORITY, WOMEN -OWNED, SMALL
BUSINESS CONCERN OR SERVICE DISABLED VETERAN, PRIME IS TO COMPLETE THIS NEXT SECTION
DBE, MBE, WBE
SUBCONTRACTOR OR SUPPLIER
TYPE OF WORK OR
ETHNICITY CODE
PERCENT OF CONTRACT
VET, SMB8A
I NAME
SPECIALTY
(See Below)
DOLLARS
W/M/DBE
Archaeological Consultants, Inc.
Cultural
NMW
1%
Resources
MBE
Tierra, Inc.
Geotechnical
HA
1%
I DBE/VET I David M. Jones, Jr. & Associates, I Landscape I O o I
Inc. Architecture 3 �o
TOTALS: 1 5% 1
C. SECTION TO BE COMPLETED BY PRIME VENDOR/CONTRACTOR
NAME OF SUBMITTER DATE TITLE OF SUBMITTER
Thomas Shaw, PE 07/01/2021 Sr. VP/Director of Production
Kisinger Campo & Associates, Corp.
EMAIL ADDRESS OF PRIME (SUBMITTER) TELEPHONE NUMBER FAX NUMBER
marketing@kcaeng.com 813.871.5331 813,871.5135
NOTE: This information is used to track and report anticipated DBE or MBE participation in federally -funded contracts. The anticipated DBE or
MBE amount is voluntary and will not become part of the contractual terms. This form must be submitted at time of response to a
solicitation. If and when awarded a County contract, the prime will be asked to update the information for the grant compliance files.
ETHNICITY
CODE
Black American
BA
Hispanic American
HA
Native American
NA
Subcont. Asian American
SAA
Asian -Pacific American
APA
Non -Minority Women
NMW
Other: not of any other group listed
1 O
D. SECTION TO BE COMPLETED BY COLLIER COUNTY
DEPARTMENT NAME COLLIER CONTRACT# (IFB/RFP or PO/REQ) GRANT PROG
ACCEPTED BY: DATE
CAE%
EXHIBIT 1.13
GRANT CERTIFICATIONS AND ASSURANCES
;U z -- r.-- s . =e F_.= .
PID OPPORTUNITY LIST FOR COMMODITIES AND CONTRACTUAL SERVICES
AND PROFESSIONAL CONSULTANT SERVICES
I rt is the pair? of Collier County that disadvantaged businesses and mmdty vendors, as clefned rn t:he [ode of Federu) Regulations (CFR) ar I
F'+ordo Stcrutes (Psi, mwst have the opportunity to participate on contracts with federW oWorstate grantassistonee.
PnmeContractor{Prime Consultant: Kisinger Campo & Associates, Corp.
Address and Phone Number: 201 N. Franklin Street. Suite 400, Tampa, FL 33602/813.871.5331
Procurement Number/AdverttsementNumber: RPS No. 21-7862 1 FPID: 440441-1
The list be4ow is intended to be a listing of firms that are, or attempting to, participate on the project numbered above. The list must
include the firm bidding or quoting as prime, as well as subs and suppliers quoting for participation. Prime contractors and consultants must
provide information for Numbers 4 2, 3, and d: and, should provide any information they have for Numbers 5, 6, 7, and a. This farm must
be submitted with the bid package.
1. Federal Tax ID Number. 59-1677145 6.
DBE S. Annual Gross Receipts
x
2. Fein, Name: Kisinger Campo & Associates, Corp.
Non -DBE Less than $ i mil lion
3. Phone Number• 813.871.5331
between S 1-5 nrnion
4- address 201 N Franklin Street
Between $ 3-10 million
Suite 400 7.
11��7
I
1 subcontractor Between $10-15 million
Tampa, FL33602
5ubconsultant x More than ;15mil lion
II11
5. Year Firm Established. 1976
1. federal Tax ID Number:
59-1712538
6-1
x
l DBE
S. Annual Gross Receipts
2. Firm Name:
Archaeological Consultants, Inc.
[j
Non -DBE
Less than ,1 million
3. Phone Number:
941.379,6206
X
between $1-5 nuNion
4- lei'
8110 Blake Court, Suite A
between $ 5-10 million
Sarasota. FL 34240
7.
Su bcanractor
Between $10-15 million
x
Subconsuttant
More than $15 milion
5. Year Firm Established:
1. federal Tax 10 Number
2. Firm Name:
3. Phone Number.
4. Address
59-2113067
David M. Jones, Jr and Assoc., Inc.
239.337.5525
2221 McGregor Boulevard
Ft. Myers, FL 33901
DBE B. Annual Gross Receipts
Iuy Nat -DBE X less than ;1 and bon
Between $1-5 minion
Between S 5-10 rninion
7. BSubcontractor Between $ 10.15 minion
X Subcauuttant More than $13 milion
5. Year Firm Established: 1981
1. Federal Tax ID Number: 82-4321976 6. DBE S. Annual Gross Receipts
2_ Firm Name: I.F. Rooks & Associates, Imo._ X Non -DBE Less than $1 million
3. Phone Number. 813.752.2113
4- address 106 NW Drane Street
Plant City, FL 33563
5. Year Firm Established: 2018
Between $1-5 million
X Between S 3-10 mullion
7- Subcontractor Between $.10-15 million
LJ 5ubconsultant More than ;ismdlion
GCA - 5
EXHIBIT 1.13
Continued
GRANT CERTIFICATIONS AND ASSURANCES
CGLLER COUNTY GR.+}h'T CMIPLIANOE FOAM
PID OPPORTUNITY LIST FOR COMMODITIES AND CONTRACTUAL SERVICES
AND PROFESSIONAL CONSULTANT SERVICES
4Y is the policy of Coiher County that &sadvontcged businesses and m+cary vendors, as defsd m the Code of Federa Reguictvns rCFR) cr
566da Statutes t% mast hate the oopmoi-runity to pancivate or' contracts with federaiandlo, state .rant assistance.
Prime contractor/Prime consultant: Kisinger Campo & Associates, Corp.
Address and Phone Number. 201 N. Franklin Street, Suite 400, Tampa, FL 33602/813.871.5331
Procurement NumberiAdeertisementNunber: RPSNo. 21-78621FPID:440441-1
he list below is intended to be a listing of fi-ms that are or attempting to, participate on the project numbered abc:e. The tilt must
include the firm biddingor quoting as pane; as r:e;l as subs and sucoiers m,,ioting for pa rt cipation. Prime contractors a nd consultants must
prc,dde information for Numbers 1, 2, 3, and 4: and, should provide any information they have for Numbers 5; 6, T and This farm mu,t
be submitted with the lord package
L federal Tax I0Number:
84-2356040 6.
a
DBE
.r. Ann•.ral Gras, Receipts
2_ Firm Name:
T2 UES, Inc, d/b/a T2 Utility Engineers
Ncwr-DBE
Less than $1 million
3. Phone Number.
239.277.0722
Between $1-5 mrilion
a. Address
5670 Zip Drive
Between $ 5-10 million
Ft. Myers, FL 33905 7-
suxontra"nr
Between $ 10-15 million
x
suxc rL u2ant
x
Fiore than $ is million
5. Year Farm Establis�ied
2019
1. Federa Tax Ic Number:
59-3154723 6.❑
DEE
S. Annual Gross Receipts
2. F.rm Name.
Tierra, Inc.
x
Non -DBE
Less than $1 million
3. Phone Number:
813.989.1354
Between $1-5 million
a. Address
7351 Temple Terrace Highway
Between $ 5-10 million
Tampa, FL 33637 7.
subcontractor
Between $ 10-15 million
El
subconsuitant
x More than $ 15 million
5. Yiar F:rm Established.
1992
1. Feaeral Tax IC tr'umber.
6.
DBE
S. Annual Gross Receipts
2. Firm Name.
Non -DBE
Less than $1 million
3. Phone number.
Betmeen $1-5 million
4. +address
Between $ 5-10 nkllion
7.
Between $ i0-15 million
BSuiscontractor
51.10cramuYant
Fiore than $15miilion
5. r Fa: Farm Established
L Federal Tax ID Number:
C.
DBE
S Annual Gross Receipts
2- Firm Name:
Non -DBE
Less than $1 million
3. Phone dumber.
Bete een S 1-5 million
4. Address
Between 5 5-10 million
7_
Subcontractor
subcontractor
Between $10.15 million
More than 515 million
5_ Year Firm Established
GCA-5
EXHIBIT 1.13 GRANT CERTIFICATIONS AND ASSURANCES
COLLIER COUNTY
Acknowledgement of Terms, Conditions and Grant Clauses
Flow Down of Terms and Conditions from the Grant Agreement
Subcontracts: If the vendor subcontracts any of the work required under this Agreement, a copy of the
signed subcontract must be available to the Department for review and approval. The vendor agrees to
include in the subcontract that (1) the subcontractor is bound by the terms of this Agreement, (ii) the
subcontractor is bound by all applicable state and federal laws and regulations, and (iii) the subcontractor
shall hold the Department and Recipient harmless against all claims of whatever nature arising out of the
subcontractor's performance of work under this Agreement, to the extent allowed and required by law. The
recipient shall document in the quarterly report the subcontractor's progress in performing its work under
this agreement. For each subcontract, the Recipient shall provide a written statement to the Department as to
whether the subcontractor is a minority vendor as defined in Section 288.703, Fla. Stat.
Certification
On behalf of my firm, I acknowledge, and agree to perform all of the specifications and grant requirements
identified in this solicitation document(s).
Vendor/Contractor Name Kisinger Campo & Associates, Corp. Date 07/01/2021
Authorized Signature
Address 201 North Franklin Street, Suite 400, Tampa, FL 33602
Solicitation/Contract # RPS No. 21-7862
Thomas Shaw, PE, Sr. VP/Director of Production
GCA - 6 CA
CERTIFICATE OF LIABILITY INSURANCE
DATE(MM/DD/YYYY)
12/01 /2022
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
PRODUCER
CONTACT
NAME'. Vicky Van Wormer
Brown & Brown of Florida, Inc.
PHONE (727) 461-6044 FAX (727) 442-7695
Ext : A/C, No
83 Park Place Blvd, Suite 101
E--MAIL VICky.VanWOrmer@bbrOWn.COm
ADDRESS:
INSURER(S) AFFORDING COVERAGE
NAIC #
Clearwater
INSURER A: The Charter Oak Fire Insurance Company
25615
FL 33759
INSURED
INSURER B : The Travelers Indemnity Company of America
25666
Kisinger Campo & Associates, Corp.
INSURER c : Travelers Property Casualty Company of America
25674
201 N Franklin St, Suite 400
INSURER D : Travelers Casualty and Surety Company
1 0038
INSURER E : Admiral Insurance Company
24856
Tampa FL 33602
INSURER F
COVERAGES CERTIFICATE NUMBER: 22-23 Master REVISI
ON NUMBER.
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FORTH
E POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH
THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT
TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTR
TYPE OF INSURANCE
INSD
WVD
POLICY NUMBER
POLICY EFF
MMIDD/YYYY
POLICY EXP
MM/DDIYYYY
LIMITS
X
COMMERCIAL GENERAL LIABILITY
EACH OCCURRENCE
$ 1,000,00
DAMAGE TO RENTED
PREMISES Ea occurrence
300,000
$
CLAIMS -MADE X OCCUR
MED EXP (Any one person)
$ 10,000
PERSONAL & ADV INJURY
$ 1,000,000
A
Y
P-630-8254A604
10/01/2022
10/01/2023
GEN'L
AGGREGATE LIMIT APPLIES PER:
FX PRO- ❑
GENERAL AGGREGATE
$ 2,000,000
PRODUCTS-COMP/OPAGG
$ 2,000,000
POLICY JECT LOC
OTHER:
AUTOMOBILE
LIABILITY
COMBINED SINGLE LIMIT
Ea accident
$ 1,000,000
X
ANYAUTO
BODILY INJURY (Per person)
$
B
OWNED SCHEDULED
AUTOS ONLY AUTOS
810-5N338364
10/01/2022
10/01/2023
BODILY INJURY Per accident
( )
$
HIRED NON -OWNED
AUTOS ONLY AUTOS ONLY
PROPERTY DAMAGE
Per accident
$
Uninsured motorist
$ 1,000,000
X
UMBRELLA LIAB
1 -1
OCCUR
��„ y'"vim "'y"NC
EACH OCCURREE E,
$ 4,000,000
C
EXCESS LIAB
rl
CLAIMS -MADE
CUP-7J748484
10/01/2022
10/01/2023
AGGREGATE
$ 4,000,000
DEDJX1 RETENTION $ 10,000
$
WORKERS COMPENSATION
PER OTH-
X
AND EMPLOYERS' LIABILITY Y / N
STATUTE ER
E.L. EACH ACCIDENT
$ 500,000
D
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
N / A
tJB-7J070308
10/03/2022
10/03/2023
E.L. DISEASE - EA EMPLOYEE
$ 500,000
(Mandatory in NH)
It yes, describe under
E.L. DISEASE - POLICY LIMIT
$ 500,000
DESCRIPTION OF OPERATIONS below
Professional Liability - Architects &
Per Claim
5,000,000
E
Engineers
E0000027205-09
10/01/2022
10/01/2023
Aggregate
5,000,000
Deductible
250,000
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)
Collier County Board of County Commissioners is additional insured with respect to general liability and auto liability.
Project Description: Contract #21-7862; Design Services for Airport Road Widening; For any and all work performed on behalf of Collier County.
KCA Contract #1202147.00
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
Collier County Board of County Commissions ACCORDANCE WITH THE POLICY PROVISIONS.
3295 Tamiami Trail E
AUTHORIZED REPRESENTATIVE
Naples FL 34112
U 1988-ZU15 ACORD CORPORATION. All rights reserved.
ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD