#23-8071 (AtkinsRealis, USA, Inc.) PROFESSIONAL SERVICES AGREEMENT
Contract # 23-8071
for
Design Services for Bridges within Golden Gate Estates11
THIS AGREEMENT is made and entered into this 4!' day of SC ,vibe( , 20 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
AtkinsRealis USA, Inc authorized to
do business in the State of Florida, whose business address is
4030 West Boy Scout Boulevard, STE 700, Tampa, FL 33607 (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 Bridges within Golden Gate Estates
(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 Daniel Parsons, 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:
IT IS THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO
THIS CONTRACT. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE
APPLICATION OF CHAPTER 119, FLORIDA STATUTES, IT SHOULD CONTACT THE
CUSTODIAN OF PUBLIC RECORDS AT:
Communications, Government and Public Affairs Division
3299 Tamiami Trail East, Suite 102
Naples, FL 34112-5746
Telephone: (239) 252-8999
Email: PublicRecordRequest(a_colliercountyfl.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 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, arc for purposes of providing ectimatc(s), as required by the grantor agcncy.
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[2024_ver.2]
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 Services
Division Director: Jay Ahmad
Address: 2885 Horseshoe Drive S
Naples, FL 34104
Administrative Agent/PM: Ragaey G Girgis
Telephone: (239)252-5731
E-Mail(s): Ragaey.Girgis@colliercountyfl.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: AtkinsRealis USA, Inc.
Address: 1514 Broadway, Suite 202
Ft. Myers, FL 33901
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PSA_CCNA Single Project Agreement[2024_ver.2]
Attention Name & Title: Daniel Parsons, PE
Telephone: (813) 281-4856
E-Mail(s): Daniel.Parsons2Ratkinsglobal.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:
Solicitation # 23-8071 , including all Attachment(s), Exhibit(s) &Addendum
Consultant's Proposal
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PSA_CCNA Single Project Agreement[2024_ver.2]
conflict between or among thc terms of any of thc Contract Documents and/or the COUNTY's Board
approved Executive Summary, the terms of thc Agreement shall take precedence over the terms of
all other Contract Documents, except the terms of any Supplemental Crant 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
he 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[2024_ver.2]
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[2024_ver.2]
IN WITNESS WHEREOF, the parties hereto have executed this Professional Services
Agreement the day and year first written above.
ATTEST: BOARD OF COUNTY COMMISSIONERS FOR
COLLIER COUNTY, FLORIDA
Crystal K. Kinzel, Clerk of the Circuit
Court and C troller
By: By: (tholeak.
Date: Z` Chris Hall , Chairman
Approv4direg to Form and Legality:
my Attorney
3' z v.✓
Name
Consultant:
Consultant's Witnesses: AtkinsRealis USA, Inc.
4 1VJ �` By:
VVitrels
srNt \- ro�c¢ C0,4 Charlotte Maddox, VP
Name and Title Name and Title
ness
rain Uv'sv , OCC1 C Cc rd 1& oC
Name and Title
Page 16 of 29
PSA_CCNA Single Project Agreement[2024_ver.2]
SCHEDULE A
SCOPE OF SERVICES
1
following this page (pages through 60
Page 17 of 29
PSA_CCNA Single Project Agreement[2024_ver.2]
SCHEDULE A
SCOPE OF SERVICES
Cotter County
DESIGN SERVICES FOR BRIDGES WITHIN THE GOLDEN GATE ESTATES
(LOTH AVE.SE,WILSON BLVD. S.,62ND AVE.NE,AND 13TH STREET NW)
RPS NO.#23-8071
Table of Contents
1 PURPOSE 3
2 PROJECT DESCRIPTION 4
3 PROJECT COMMON AND PROJECT GENERAL TASKS 19
4 ROADWAY ANALYSIS 25
5 ROADWAY PLANS 29
6 DRAINAGE ANALYSIS 29
7 UTILITY COORDINATION AND DESIGN 32
8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES 35
9 STRUCTURES—SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS 40
10 STRUCTURES—BRIDGE DEVELOPMENT REPORT 40
11 STRUCTURES—TEMPORARY BRIDGE—N/A 41
12 STRUCTURES —SHORT SPAN CONCRETE BRIDGE 41
13 STRUCTURES—MEDIUM SPAN CONCRETE BRIDGE—N/A 42
14 STRUCTURES—STRUCTURAL STEEL BRIDGE—N/A 42
15 STRUCTURES—SEGMENTAL CONCRETE BRIDGE—N/A 42
16 STRUCTURES—MOVABLE SPAN—N/A 42
17 STRUCTURES—RETAINING WALLS—Optional Services 42
18 STRUCTURES—MISCELLANEOUS 43
19 SIGNING AND PAVEMENT MARKING ANALYSIS 44
20 SIGNING AND PAVEMENT MARKING PLANS 44
21 SIGNALIZATION ANALYSIS 45
22 SIGNALIZATION PLANS 46
23 LIGHTING ANALYSIS 46
24 LIGHTING PLANS 47
25 LANDSCAPE ANALYSIS—N/A 47
26 LANDSCAPE PLANS—N/A 47
27 SURVEY 47
28 PHOTOGRAMMETRY—N/A 51
29 MAPPING 51
30 TERRESTRIAL MOBILE LiDAR—N/A 53
31 ARCHITECTURE DEVELOPMENT—N/A 53
32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN PHASE—N/A 53
33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS—N/A 53
34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS—N/A 53
35 GEOTECHNICAL 53
36 PROJECT REQUIREMENTS 59
DETAILED SCOPE OF WORK
1 PURPOSE
The purpose of this exhibit is to describe the scope of work and the responsibilities of the CONSULTANT and the COUNTY
in connection with the design and preparation of a complete set of construction contract documents and incidental
engineering services,as necessary,for improvements to the transportation facilities described herein.
Major work mix includes:
• 0020 New Bridge Construction
• 0221 Widen&Resurface Existing Lanes
• 0205 Sidewalk
• 0715 Traffic Engineering Study
• 0716 Traffic Signals
• 0774 Signing/Pavement Markings
Major work groups include:
• 3.1 Minor Highway Design
• 4.1 Minor Bridge Design and Miscellaneous Structures
Minor work groups include:
• 2.0 Project Development and Environmental(PD&E)Studies
• 7.1 Signing,Pavement Marking&Channelization
• 7.2 Lighting
• 7.3 Signalization
• 8.1 Control Surveying
• 8.2 Design,Right of Way Construction Surveying
• 8.4 Right of Way Mapping
• 9.1 Soil Exploration
• 9.2 Geotechnical Classification Lab Testing
• 9.3 Highway Materials Testing
• 9.4 Foundation Studies
• 9.5 Geotechnical Specialty Lab Testing
The consultant submitting as the prime consultant at a minimum must be pre-qualified through the Florida Department of
Transportation(FDOT)in the following work groups:
• Group 3—Highway Design—Roadway:3.1 Minor Highway Design
• Group 4—Highway Design—Bridges:4.1 Miscellaneous Structures and Minor Bridge Design
Known alternative construction contracting methods include:N/A
The general objective is for the CONSULTANT to prepare a set of contract documents for each location including plans,
specifications, supporting engineering analysis, calculations, cost estimates,and other technical documents in accordance
with FDOT and COUNTY policy,procedures,and requirements. The CONSULTANT shall recommend to the COUNTY
how to package these locations either together or separately. The CONSULTANT shall proceed with the design for each
location separately and simultaneously with the other locations. The CONSULTANT shall combine similar tasks for all
locations in an efficient effort to collect all necessary information at the same time(i.e.,collect all utility information for all
locations from a utility company at the same time).The COUNTY may elect to combine two or more project locations into
one bid package or let them separately. The Contract documents shall be used by the contractor to build the projects and
check the project components. These Contract documents shall 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 to the highest available quality and with most advanced technology as designed and
to specifications.
The Scope of Services establishes which items of work in the FDOT Manual of Uniform Minimum Standards for Design,
Construction and Maintenance(Florida Greenbook),COUNTY Code and other pertinent manuals are specifically prescribed
3
to accomplish the work included in this solicitation and indicate which items of work shall 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(refinements)
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. In good faith,design refinements 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 but are not limited to communication with the COUNTY and other public or
private entities as necessary,management of time and resources,and documentation pertaining to all activities on the project.
The CONSULTANT shall set up and maintain throughout the design of the project a contract file in accordance with
COUNTY procedures.
The CONSULTANT and SUBCONSULTANTS are expected to know the laws and rules governing their professions and
are expected to provide services in accordance with current regulations, codes, and ordinances and recognized standards
applicable to such professional services. The CONSULTANT shall provide qualified technical and professional personnel
to perform to COUNTY standards and procedures,the duties and responsibilities assigned under the terms of the agreement
between the County and the CONSULTANT. The CONSULTANT shall minimize to the maximum extent possible the
COUNTY's need to apply its own resources to assignments authorized by the COUNTY.
The COUNTY will provide contract administration,management services,and technical reviews of all work associated with
the development and preparation of construction bid documents. The COUNTY's technical reviews are for high-level
conformance only 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 solicitation,if beneficial to the project.
It is imperative that all signal,roadway lighting,and signing and pavement marking design be reviewed and approved by
Collier COUNTY Traffic Operations at each phase of the project.The designer shall adhere to the current Collier COUNTY
Traffic Operations specifications to minimize redesign.
2 PROJECT DESCRIPTION
The CONSULTANT shall investigate the status of the project and become familiar with concepts and commitments(typical
sections, alignments, etc.) developed from prior studies and/or activities. In January 2020, the East of CR-951 Bridges
Reevaluation Study(Bridge Study)was completed by Stantec for ten(10)new bridges within the Golden Gate Estates.On
May 25,2021,the Board of COUNTY Commissioners approved the Reevaluation Study,which recommended five(5)of
the Bridges to move forward to design and construction. The final East of CR-951 Bridges Reevaluation Study shall be
provided as a reference document to this solicitation.
The proposed roadway improvements at all locations shall be designed for a minimum design speed of 35 mph with a posted
speed of 30 mph. The project also consists of adding new bridges over the corresponding canal crossing,widening of the
existing two-lane rural roadway width from 9-ft to 11-ft and adding a 6-ft shoulder (4-ft paved, 2-ft unpaved) in each
direction.A 6-foot sidewalk(6"thick)shall be constructed along one side of the roadway, 1-ft from the existing right-of-
way/easement line. All driveways/turnouts along the corridor shall be replaced with concrete, except where the existing
driveway has brick pavers (the existing pavers shall be removed, stored, and replaced). The limits of the driveway
replacement shall terminate at the right-of-way and shall match the existing driveway.
The typical section of the proposed bridges shall be similar to the already constructed 8t ST NE bridge,which consists of
two 12-ft travel lanes,6-ft shoulders on each side,and a 6-ft sidewalk connecting to the new roadway sidewalk(see Section
2.5). Only one bridge structural analysis should be calculated for the longest-span bridge.Based on that analysis,the beams
shall be of the same dimensions and only vary in their length.This shall expedite the fabrication process and the construction
schedule.
The CONSULTANT shall evaluate the need for intersection improvements(e.g.,turn lanes,roundabouts,etc.)at all major
intersections such as but not limited to 10th Ave. SE intersections with Everglades Blvd.and Desoto Blvd.for COUNTY
approval prior to the 30%plan submittal.
The improvements proposed shall provide connectivity and roadway enhancements,improving emergency response times
and safety along the corridor.
10th Avenue SE:
10th Avenue SE is an east-west local road within the Golden Gate Estates.The 10th Avenue SE project limits encompass
approximately a 1.8-mile section of 10th Avenue SE from Everglades Boulevard S to Desoto Boulevard S.This segment of
10th Avenue SE roadway consists of two 9-ft travel lanes, narrow unpaved shoulders, and roadside ditches on both sides.
4
Within the project limits, approximately 1 mile east of Everglades Boulevard, lies the Faka Union Canal, a north-south
direction canal which 10th Avenue SE dead-ended into from both directions.There are currently no sidewalks or bike lanes
within the project limits.Milling,Resurfacing and widening will be performed from Everglades Boulevard to Desoto Blvd
There are no signalized intersection improvements included within this section.
New westbound to northbound right turn lane will be designed at Everglades Boulevard.
A new Maintenance Access Ramp(MAR)will be designed for this canal in Big Cypress Basin.The ramp will likely require
ROW acquisition.
Wilson Boulevard South:
A 1.3-mile section extends from Tobias Street north to Wilson Boulevard South.The Golden Gate Main Canal divides the
existing two rural roadways approximately one mile south of the intersection of Wilson Boulevard and Golden Gate
Boulevard West.The proposed roadway improvements for this project consist of adding a new bridge,resurfacing and
widening,and providing new intersections with Wilson Blvd. S.to the north and Tobias St.and Frangipani Ave.south of
the canal.Additional roadway improvements shall be explored as part of the design process.The improvements proposed
shall provide connectivity to the future widening of Wilson Boulevard,access for Collier County utilities opposite
Frangipani Ave,and other projects in the area.
Tobias Street consists of two,8-ft travel lanes,narrow unpaved shoulders,and roadside ditches on both sides.Wilson
Boulevard S.consists of two,9-ft travel lanes and 1-ft paved shoulders with pavement markings.There are no sidewalks
or bike lanes on either side of the existing roadway.
There are no signalized intersection improvements included within this section.
A new MAR will be designed for this canal in Big Cypress Basin.The ramp will likely require ROW acquisition.
62nd Avenue NE:
62nd Avenue NE is an east-west local road within the Golden Gate Estates.The 62'Avenue NE project limits encompass
approximately a 2.17-mile section of 62nd Avenue NE SE from Everglades Boulevard to 40th Street NE. This segment of
62"d Avenue NE roadway consists of two 9-ft travel lanes,narrow unpaved shoulders, and roadside ditches on both sides.
Within the project limits, approximately 1.1 miles east of Everglades Boulevard, lies the Faka Union Canal, a north-south
direction canal which 62'Avenue NE dead-ended into from both directions.There are currently no sidewalks or bike lanes
within the project limits. Roadway improvements and intersection improvements are included at Everglades Blvd./62nd
Ave. NE and Desoto Blvd. /62nd Ave. 40th St. NE will be extended to intersect with 62nd Ave. NE as a 3-way stop.
Milling and resurfacing and minor widening will be performed from Everglades Boulevard to Desoto Blvd
There are no signalized intersection improvements included within this section.
A new MAR will be designed for this canal in Big Cypress Basin.The ramp will likely require ROW acquisition.
13th Street NW:
13th Street NW is a South-North local road within the Golden Gate Estates.The 13th Street NW project limits encompass
approximately a 1.37-mile section of 13th Street NW from Golden Gate Boulevard to Vanderbilt Beach Road(VBR).This
segment of 13th Street NW roadway consists of two 9-ft travel lanes,narrow unpaved shoulders, and roadside ditches on
both sides.The existing bridge currently has no sidewalks or bike lanes within the project limits.The project shall include
the replacement of the existing bridge,resurfacing and widening of the roadway,adding bike lanes from Golden Gate Blvd.
to the bridge,and adding sidewalks to the bridge.
13th Street NW will be extended to VBR Extension, a project which is currently under construction. The design of a
signalized intersection at 13th Street NW& VBR Extension is included and will accommodate the current construction.
Provide a signal modification at the south end of 13th Street at GGB with southbound (SB) to westbound (WB) right
dedicated lane.Provide sidewalk from GGB to VBR Extension.Lighting shall be provided at the intersection of 13th Street
NW&VBR Extension.
Avoid impacts to public utility well house near bridge site.
2.1 Project General and Roadway(Activities 3,4,and 5)
Public Involvement: See Public Involvement Scope,Section 3.1
Other Agency Presentations/Meetings: See Public Involvement Scope,Section 3.1
5
Joint Participation Agreements:N/A
Specification Package Preparation: See Specifications Package Preparation, Section 3.3
Value Engineering: Value Engineering/Independent Peer Review services shall be conducted by an independent
CONSULTANT for this project.Please review Section 3.5 for details.
Risk Assessment Workshop:N/A
Plan Type:Plan/Profile.The CONSULTANT shall provide all plans and details necessary for construction of the
project described herein. The CONSULTANT is expected to follow all design criteria and processes provided in
the latest version of the FDOT Manual of Uniform Minimum Standards for Design,Construction,and Maintenance
(commonly known as the Florida Greenbook). Additional criteria from the Construction Standards Handbook for
Work Within the Public Right-of-way Collier County,Florida,and the Collier County Urban Land Development
Code (CCULDC) should also be utilized. The FDOT Design Manual (FDM) criteria as well as the National
Association of City Transportation Officials (NACTO) Urban Bikeway Design Guide should be considered for
best practice.Deviations from the criteria and processes provided in the FDM must be approved by the COUNTY
in writing.
Typical Section: The CONSULTANT shall develop and submit a Typical Section Package (See Project
Description) for COUNTY review and acceptance prior to the CONSULTANT signing and sealing the Typical
Section Package.Additional typical sections will be evaluated for the at-grade intersection improvement design for
the intersection at 13th Street NW & VBR shall meet all required current FDOT& Collier County manuals for
intersection design.
Pavement Design: The CONSULTANT shall provide all asphalt pavement designs required for the project. The
CONSULTANT shall submit a Pavement Design Package for COUNTY review and acceptance prior to the
CONSULTANT signing and sealing the Pavement Design Package. The CONSULTANT shall submit the signed
and sealed Pavement Design Package before the 30%plan submittal for COUNTY approval.
Pavement Type Selection Report(s):N/A
Cross Slope:As needed.The CONSULTANT shall evaluate any necessary modifications to cross slopes of existing
pavement to be retained as part of this project.
Access Management Classification:To be coordinated with the COUNTY as required.
Transit Route Features:N/A
Major Intersections/Interchanges:
• 10th Ave.SE—Intersection improvements will be included for a WB to NB right turn lane at Everglades
Blvd and for a new bus stop.
• Wilson Blvd.S.—Realignment of Wilson Blvd.S.to connect to Tobias St.,a new Frangipani Ave.at Tobias
St. intersection connection relocated south of the new bridge crossing, and providing access for Collier
County utilities opposite Frangipani Ave.
• 62nd Ave. NE —Everglades Blvd. / 62nd Ave. NE and Desoto Blvd. / 62nd Ave. 40th St. NE will be
extended to intersect with 62nd Ave.NE as a 3-way stop.
• 13th St. NW — Reconfiguration of the signalized intersection at 13th Street NW & VBR Extension is
included. New 6-ft sidewalk will be constructed from the Northern limits of the 13th Street Extension to
Golden Gate Blvd on the west side of the roadway There will be a southbound right turn lane added to 13th
Street at the intersection ofl3th Street NW&Golden Gate Blvd. Signalization improvements(new signal
head and structural analysis of the entire signal system only)may be required to accommodate the addition
of an 11-ft turn lane and a 6-ft sidewalk.
Roadway Alternative Analysis:N/A
Level of Temporary Traffic Control Plans (TTCP): Level II TTCP with temporary asphalt diversions and plans
coverage for a multiphase TTCP. The CONSULTANT shall provide TTCP as required.Appropriate maintenance
of traffic during construction is critical to the public, local businesses, and emergency services. The
CONSULTANT shall develop maintenance of traffic plans that limit impacts to the public while minimizing the
cost and duration of construction.
Temporary Lighting: The CONSULTANT is responsible for any temporary lighting designs necessary for the
project.
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Temporary Signals:The CONSULTANT is responsible for any temporary signals designs necessary for the project.
Temporary Drainage: The CONSULTANT is responsible for any temporary drainage designs necessary for the
project.
Design Variations/Exceptions: The CONSULTANT is responsible for confirming with SFWMD any applicable
variances for vertical bridge clearance criteria for Golden Gate Estates. The CONSULTANT will design for a 2-
foot Low Member Elevation(LME)clearance over the Golden Gate Main Canal and apply for a waiver through
SFWMD for two bridges(10th Ave SE and 62nd Ave NE).The CONSULTANT shall prepare the documentation
necessary to gain COUNTY and FDOT approval of all appropriate Design Variations and/or Design Exceptions
before the first submittal.
Back of Sidewalk Profiles:As required.
Selective Clearing and Grubbing:Approximately fifteen(15)acres.
Landscaping:N/A
Early Works Package: Three(3) new MARs will be designed for the canals in Big Cypress Basin(10th Avenue
SE, Wilson Blvd., & 62nd Avenue NE). The MARs needs to be built before bridge construction starts. The
CONSULTANT will coordinate the desired ramp location early in the design with Big Cypress Basin, SFWMD,
and the COUNTY.
2.2 Drainage(Activities 6a and 6b)
System Type:The existing drainage system consists of a network of roadside swales with uneven bottom grading,
all interconnected by roadside drains conveying via overland into the corresponding intersecting Canal.There are
no existing stormwater treatment facilities within the project limits.
The stormwater system shall be designed to meet the permitting requirements of all permitting agencies. The
stormwater system designs shall consider best management practices with an open system and/or closed system.
The CONSULTANT shall develop all hydraulic requirements,designs,and Construction Contract Documents for
all hydraulic features, such as but not limited to all stormwater conveyance, storage, and treatment facilities,
required for the project.
All existing drainage structures and features shall be shown on the construction plans and should be inspected for
scour,erosion,structural integrity,and accumulation of sediments as necessary.Treatments should be coordinated
with the COUNTY's Project Manager(PM)before being added to the Construction Contract Documents.
2.3 Utilities Coordination and Design(Activity 7)
The CONSULTANT is responsible to certify that all necessary arrangements for utility work on this project have
been made and shall not conflict with the physical construction schedule. The CONSULTANT shall coordinate
with COUNTY's Public Utility Division and other personnel to coordinate transmittals to Utility Companies and
meet production schedules.
The CONSULTANT shall ensure FDOT, and COUNTY standards, policies, procedures, practices, and design
criteria are followed concerning utility coordination.
The CONSULTANT shall provide prequalified/competent personnel necessary to carry out its responsibilities
efficiently and effectively under this solicitation. The COUNTY's Project Administrator/Manager shall be
responsible for verifying and maintaining copies of all required licenses,certifications,and qualifications requested
from the Consultant throughout the term of the contract.
The CONSULTANT may employ more than one individual or utility engineering consultant to provide utility
coordination and engineering design expertise. The CONSULTANT shall identify a dedicated person responsible
for managing all utility coordination activities. This person shall be contractually referred to as the Utility
Coordination Manager and shall be identified in the CONSULTANT proposal. The Utility Coordination Manager
shall be required to satisfactorily demonstrate to the COUNTY's Project Manager that they have the following
knowledge,skills,and expertise:
• A minimum of 4 years of experience performing utility coordination in accordance with FDOT, Federal
Highway Administration(FHWA),and American Association of State Highway and Transportation Officials
(AASHTO)standards,policies,and procedures.
• A thorough knowledge of the FDOT plans production process and District utility coordination process.
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• A thorough knowledge of FDOT agreements,standards,policies,and procedures.
The Utility Coordination Manager shall be responsible for managing all utility coordination, including but not
limited to the following:
• Assuring that Utility Coordination and accommodation are in accordance with the COUNTY,FDOT,FHWA,
and AASHTO standards,policies,procedures,and design criteria.
• Assisting the Engineer of Record (EOR) in identifying all existing utilities and coordinating any new
installations.
• Assisting the EOR in resolving utility conflicts.
• Scheduling and performing utility coordination meetings,keeping and distributing minutes/action items for all
utility meetings,and ensuring expedient follow-up on all unresolved issues.
• Distributing all plans, conflict matrixes, and changes to affected utility owners and making sure this
information is properly coordinated and documented.
• Identifying and coordinating the completion of any COUNTY or utility owner agreement that is required for
reimbursement,or accommodation of the utility facilities associated with the project.
• Review and certify to the COUNTY Project Manager that all Utility Work Schedules are correct and in
accordance with the COUNTY's standards,policies,and procedures.
• Prepare, review and process all utility-related reimbursable paperwork inclusive of betterment and salvage
determination.
The CONSULTANT's utility coordination work shall be performed and directed by the Utility Coordination
Manager that was identified and approved by COUNTY's Project Manager. Any proposed change of the approved
Utility Coordination Manager shall be subject to review and approval by COUNTY's Project Manager prior to any
change being made in this contract.
Anticipated utilities may include but are not limited to the following:
• Florida Power and Light
• Lee County Electric Cooperative
• Hotwire Communications
• Resource Conservation Systems
• Qwest Communications
• Comcast
• CenturyLink/Lumen
• Summit Broadband,Inc.
• TECO Peoples Gas
• Crown Castle Fiber
• Collier County IT
• Collier County Public Utilities
• Collier County Traffic Operations
• Collier County ITS/ATMS
• Collier County Schools
The CONSULTANT shall be responsible for identifying and coordinating with all Utility Agency Owners(UAO)
within the project limits.
2.4 Environmental Permits and Environmental Clearances(Activity 8)
Project Environmental Impact Report(PEIR)
The CONSULTANT will conduct the environmental analyses and will document the results in one draft and one
final PEIR report that covers all four bridges with technical reports or memoranda attached as needed.
The CONSULTANT shall coordinate with all appropriate regulatory agencies to obtain all necessary permits,
which may include but not limited to:
• Environmental Resource Permit(SFWMD)
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• National Discharge Pollutant Elimination System General Permit(FDEP)
• FDEP Section 404 Permit
• Right-of-way Occupancy Permit(SFWMD)
The CONSULTANT shall be responsible for identifying and applying for all necessary permits for the project.
The CONSULTANT shall be responsible for all permit coordination and revisions necessary to obtain the required
permits.
The CONSULTANT shall obtain COUNTY review of the plans and application before submitting to the permitting
agencies and assist the COUNTY in developing the permitting strategy for the project.
All applications and processing fees associated with permitting activities shall be paid for by the COUNTY directly
to each applicable agency.
The COUNTY will direct the use of mitigation banks as required.
2.5 Structures(Activities 9—18)
Bridge: The CONSULTANT shall provide all necessary design services, obtain new bridge numbers from the
FDOT and deliver construction contract documents for the new bridges. The length of the new structure is
dependent on site constraints, the requirements defined herein, and the requirements to be established by the
permitting agencies.
Bridge Numbers:TBD
Typical Section: The suggested proposed bridge typical section shall comprise 2-12-ft lanes, 6-ft shoulders, 6-ft
sidewalk on one side with a 32"vertical face barrier with Post"C"Railing(per FDOT index 423),and a standard
1'-61/2"wide traffic railing. The span arrangement must be such that there shall be no center pier in the canal.
The superstructure shall be comprised of 6"min.deck overlay with 15"prestressed slab units.
Type of Bridge Structure Work:
• Bridge Type Study to verify the suggested bridge type and geometry.
• Temporary Bridge—N/A
• Short Span Concrete-As applicable
• Medium Span Concrete—N/A
Retaining Walls:The CONSULTANT shall provide all design services and deliver construction contract documents
for any temporary and/or permanent retaining walls required for the project.Retaining Walls are an OPTIONAL
SERVICE,to be included as dictated by design.
Noise Barrier Walls:N/A
Miscellaneous Structures: The CONSULTANT shall provide all design services and deliver construction
documents for four(4)mast arms at the intersection of 13' Street&VBR Extension. Analysis of existing mast
arm for signal modification at 13' Street NW and GGB (SB to WB right turn). Lighting at 13th Street & VBR
Extension is per FDOT Standard Plans and excludes special details, any modification of the Standard Plans, and
structural analysis.
Any other miscellaneous structures required for the project as an OPTIONAL SERVICE,as determined based on
the Traffic and Signalization efforts in Sections 19,20,21,and 22.
2.6 Signing and Pavement Markings(Activities 19&20)
The CONSULTANT shall provide all design services and deliver construction documents for all signing and
pavement markings required for the project. The CONSULTANT shall coordinate with COUNTY's Traffic
Operations Department to maintain the integrity of COUNTY's sign asset database. The CONSULTANT shall
include the following notes in the contract documents, "Contractor to follow Traffic Operations Signing and
Pavement Markings special provisions details which include using a 2.5"x 2.5"galvanized metal square tubular
signpost."
The CONSULTANT will perform all activities for the analysis, documentation, design, and plans production
required to develop complete Signing and Pavement Markings Plans at the following locations:
• 10th Avenue SE from Everglades Boulevard S to Desoto Boulevard S(1.8 miles)
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• 13th Street NW from Golden Gate Boulevard W to VBR Extension(1.4 miles)
• 62nd Avenue NE from Everglades Boulevard N to Desoto Boulevard,40th Street NE from 64th Ave NE
to 62"d Ave NE(2.2 miles)
• Wilson Boulevard S from Golden Gate Boulevard W to Frangipani Avenue(1.3 miles)
The CONSULTANT will review the approved East of CR 951 Bridges Reevaluation Study (June 2021),typical
section package, traffic technical memorandum, and proposed geometric design alignment to identify proposed
sign placements and roadway markings.The CONSULTANT will review existing signing and pavement markings
that will be impacted by the proposed construction limits—including all major roads and affected side streets.
The CONSULTANT will design all regulatory, warning, and guide sign assemblies required for the newly
constructed roadways and will evaluate the need for special areas including school zones(i.e.,Palmetto Elementary
School).The CONSULTANT will coordinate with the COUNTY to determine the need for advanced street name
guide signs approaching major intersections(e.g., 10th Avenue SE at Everglades Boulevard).Pavement markings
will include all lane lines and channelization to accommodate the proposed typical section of two 12-foot lanes and
6-foot paved shoulders. Bicycle lanes will be included only on the 13th Avenue NW section of the project. All
proposed pavement markings will be tied into existing at the project limits of the resurfacing.
The CONSULTANT will evaluate the need for additional signing and pavement markings for intersection
improvements — including queue analysis of turn bays for additional lanes and pedestrian crosswalks for the
following:
• 13th Street&VBR Extension
The CONSULTANT will perform field reviews and collect information on all existing sign assemblies within the
project limits—including sign destination,dimensions,installation dates,structure type,and field photos.All field
collected information will be complied into an Existing Signing Inventory Report which will include the disposition
for each existing sign assembly within the project limits(e.g.,to remain, replace,remove). The Existing Signing
Inventory Report will be submitted to the client for review and approval.The CONSULTANT will coordinate with
COUNTY's Traffic Operations Section to maintain integrity of COUNTY's sign asset database.
The CONSULTANT will prepare a component set of Release for Construction (RFC) Signing and Pavement
Marking Plans inclusive of the following:
• Key Sheet
• Signature Sheet
• Tabulation of Quantities
• General Notes/Pay Item Notes
• Project Layout
• Signing and Marking Plans—1"= 100' scale
• Typical Details(Signing and Pavement Marking)
• Guide Sign Worksheet
The CONSULTANT shall include the following notes in the Signing and Pavement Marking Plans,"Contractor to
follow Traffic Operations Signing and Pavement Markings special provision details which include using a 2.5"x
2.5"galvanized metal square tubular signpost."
The CONSULTANT will prepare an Opinion of Probable Cost(OPC)for each phase submittal(i.e., 30%, 60%,
90%, 100%).
2.7 Signalization(Activities 21&22)
The CONSULTANT will perform analysis and evaluate the need for intersection improvements — including
signalization,addition of turn lanes,roundabouts,etc.—at all major intersections identified below:
• 13th Street&VBR Extension
The CONSULTANT will perform a Signal Warrant Analysis in accordance with the procedures and guidelines
identified in the Florida Department of Transportation(FDOT)Manual on Uniform Traffic Studies(latest edition)
for the 13th Street at Vanderbilt Beach Road Extension.
The CONSULTANT will develop a brief technical memorandum summarizing the proposed intersection
operations. The memorandum will evaluate proposed alternatives to determine the appropriate improvement for
the intersection, as well as the associated benefit cost ratio for each. The analysis will include analysis of
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intersection data (e.g., counts, volumes, crashes), development of future design traffic volumes, evaluation of
design alternatives, and recommendations for intersection geometry to support turn lanes and queue storage or
signal phasing and timing parameters. Traffic forecasts for design year volume development will follow the
procedures outlined in the Florida Department of Transportation Project Traffic Forecasting Handbook(latest
edition) and analysis procedures will adhere to both the Florida Department of Transportation Traffic Analysis
Handbook and Quality-Level of Service Handbook(latest editions).
Based on the collected traffic data,the CONSULTANT will conduct an intersection operational analysis using the
latest Highway Capacity Manual (HCM) procedures and modeling software (e.g., SYNCHRO) to estimate the
optimal intersection configuration,quantity of lanes,queue lengths,and storage lengths to be utilized in the ultimate
turn lane design.The required turn length will also be based on signal cycle length,signal phasing,and volume of
turning vehicles, as applicable. Analysis will be based on peak hour traffic data collection with local seasonal
factors applied.It is anticipated that the analysis will be limited to no more than two(2)alternatives per intersection.
The intersection traffic analysis will be delivered via a technical memorandum summarizing the analysis
methodology and design recommendations.
The CONSULTANT will complete signalization design for:
• 13th Street&VBR Extension,and
• Existing mast arm modification at 13th Street NW and Golden Gate Blvd for a dedicated SB to WB right.
Signalization design includes mast arm signal structures, horizontal signal heads with retroreflective backplates,
video or loop vehicle detection systems, infrared emergency vehicle preemption systems, internally illuminated
street names signs, electrical power services, controller cabinet assembly, and underground infrastructure (e.g.,
conduit,boxes,and wiring).Signalized intersections will provide signalized pedestrian crossings for all intersection
legs—including LED countdown pedestrian signal heads, pushbutton detectors,pedestrian actuated signal signs,
and aluminum pedestals with transformer base.Preliminary signal phase and timing information for programming
the signal controller(e.g.,minimum green,clearance intervals,pedestrian clearance intervals)will be provided to
the COUNTY. The CONSULTANT will account for the removal of all existing signalization equipment and
infrastructure—including mast arms, signal heads, pedestrian signalization equipment—and will either maintain
the existing traffic signal operations during construction or provide temporary signalization,as required.
The CONSULTANT will coordinate with the County to determine specific technology preferences and operational
requirements prior to beginning design efforts to ensure synchronization with the existing Advanced Traffic
Management System (ATMS). The limits of the existing Collier County fiber optic communications will be
identified and anticipated impacts will be mitigated to ensure the signalized intersection remains connected to the
existing ATMS,as applicable.
The CONSULTANT will perform all signalization design in accordance with the latest version of Collier County
Signalization Technical Special Provisions.
The CONSULTANT will prepare a component set of Release for Construction(RFC)Signalization Plans inclusive
of the following:
• Key Sheet
• Tabulation of Quantities
• General Notes/Pay Item Notes
• Signalization Plans(1"=40')
• Guide Sign Worksheet
• Mast Arm Data Table
• Cross Sections,as necessary
• Typical Details(Signalization)
• Interconnect Plans,as necessary
• Fiber Optic Communications Details,as necessary
• Verified Utilities Sheet
Traffic Data Collection:The CONSULTANT shall collect one(1) 12-hour turning movement traffic counts at the
each intersection listed below:N/A
Traffic Studies:N/A
Count Stations:The CONSULTANT shall collect one(1)72-hour machine counts at each of the four(4)following
corridors:
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• 13th Street(north of Golden Gate Boulevard)
• VBR(north of 13th Street,in the future intersection vicinity)
Traffic Monitoring Sites:The CONSULTANT shall coordinate with the COUNTY's Transportation Planning and
Traffic Operations sections to see if required traffic data is available.
2.8 Lighting(Activities 23&24)—The CONSULTANT shall provide lighting in accordance with FDM and applicable
regulations.Lighting will be provided with horizontal illumination and vertical illumination at the pedestrian crosswalks
per FDM 231.Lighting and voltage drop calculations,analysis,and plans shall be provided for the following locations:
• 13th Street&VBR Extension
The CONSULTANT shall provide a"Lighting Service Letter"from the power company stating the following:
service voltage,type of service(overhead or underground),location of power company service point,and any
other power company requirements.
2.9 Landscape(Activities 25&26)—N/A
2.10 Survey(Activity 27)
Design Survey: The CONSULTANT shall provide all survey services necessary for the project. It is anticipated
this shall include a detailed topographic and control survey for all project limits, including but not limited to all
access points in between, within Collier COUNTY's existing ROW. The existing right-of-way width is
approximately 60- 100 feet,and the topographic survey performed within these limits shall extend a minimum of
20 feet outside of these boundaries.In addition,at Everglades Boulevard,Desoto Boulevard intersections,Golden
Gate Boulevard,Tobias Street, 10th Avenue SE,Desoto Boulevard South and 40th Avenue NE the limits of survey
shall extend approximately 200 feet on either side of the centerline of each street.At the intersecting Canals,the
survey limits shall be a minimum of 500 feet along the canal on either side of the centerline of each street.
Boring Layout: Boring locations shall be determined by others for the bridge crossing over the corresponding
intersecting Canal. Survey activities will consist of staking the initial bore locations and survey of the final borings
upon completion. It is anticipated the number of borings will not exceed 400.
Subsurface Utility Exploration: The CONSULTANT shall be responsible for designating(Quality Level"B")all
utilities within the project limits per ASCE 38-02 standards.If applicable,utility locating(Quality Level"A")will
be performed per ASCE 38-02 standards at potential conflict areas as identified by the Engineer of Record(EOR).
The number of Quality Level "A" locates are unknown at this time.Right of Way Survey: The CONSULTANT
shall be responsible for recovering existing survey monumentation for establishing all Rights-of-Way within the
project limits. Surveys will be performed and coordinated with the County for any County maintained right-of-
way within the project limits.
Pond Site and Floodplain Compensation Area: One pond site is anticipated for the Wilson Blvd proposed bridge.
No other pond sites are anticipated for this project. OPTIONAL SERVICE: Two (2) additional pond sites if
required.
Vegetation Survey:Within the project limits as defined by others.
Tree Survey: Trees having a 4"DBH and greater will be located within the project limits. No exotic or invasive
species will be located.
Bathymetric Survey: Provide a bathymetric survey along the corresponding intersecting Canals. Bathymetric
survey shall be performed in conformance with South Florida Water Management District(SFWMD)requirements
for such improvements.
2.11 Photogrammetry(Activity 28)—N/A
2.12 Mapping(Activity 29)
Control Survey Map: Survey services to facilitate R/W acquisition,if any,will be determined at the completion of
the proposed design and RfW determination. The County acknowledges a Right-of way Control Survey nor Right-
of-way Map will be generated for this project.Right of Way Map:N/A
Legal Descriptions: The CONSULTANT shall be responsible for all Legal Descriptions and sketches and for
Technical Memorandums required for right-of-way acquisition.The sketch and description shall meet the Accuracy
Standards as adopted by ALTA and ACSM and the Minimum Technical Standards of the State of Florida in effect
on the date of certification. All Sketches accompanying Descriptions shall include but not limited to a graphical
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depiction of the location of all utility easements that encumber the described parcel. Sketches shall also include a
reference to the Official Records Book and page number of each utility easement. Quantity of parcels and
easements are unknown at this time.A Closure Report will be certified by the licensed land surveyor and submitted
with or on the Sketch of Description.
The CONSULTANT shall obtain all Title Reports that may be required. Copies of all Title Reports shall be
furnished to the COUNTY upon receipt.
Maintenance Map:As required.
Miscellaneous Items:As required.
2.13 Terrestrial Mobile LiDAR(Activity 30)-N/A
2.14 Architecture(Activity 31)-N/A
2.15 Noise Barriers(Activity 32)-N/A(see also 18.20 to 18.26)
2.16 Intelligent Transportation Systems(Activities 33&34)—N/A—At Signalized Intersections only(to be included
under Signalization activities)
2.17 Geotechnical(Activity 35)
The CONSULTANT shall be responsible for all necessary geotechnical activities associated with/required for this
project.Types of borings anticipated include but not limited to roadway,structures,and storm pipe.
2.18 3D Modeling(Included in Activities 4,5,6a and 6b):Bentley OpenRoads Designer(ORD)and OpenBridge Modeler
(OBM)in accordance with FDOT Workspace and 2023 FDOT CAD Manual.
2.19 Project Schedule
The design schedule for the project is 730 calendar days from the date of Notice to Proceed(NTP). The targeted
total contract schedule for all 4 bridge projects is 2,008 calendar days from the issuance of the Design NTP
assuming that all projects will be constructed in a linear schedule one after the other. Schedule C reflects that this
shall consist of a design phase of 730 days for all 4 projects including a bid phase and a post design phase of
1278 days for the first project. The 2,008 total contract duration is from the Design NTP to the completion of
the 4'project.A separate NTP will be issued for the post design services phase for each project.
Within thirty (30) 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 each stage of the design phase. The
CONSULTANT shall prepare a separate schedule for each project and a master schedule to encompass the
entire project within the allocated number of days as described above.
The schedule shall indicate each milestone activity/event that is included in the scope of work and at a minimum,
submission dates for 30%, 60%, 90%, and 100%(Final)plans, and SFWMD and FDEP submittal packages, and
the public involvement phases. The schedule shall allow for a minimum of 21 calendar days for initial COUNTY
reviews of the 30% plans, 60% plans, 90% plans and final plans, and 14 days for the CONSULTANT to
respond to the review comments. An Early Works Package will be developed for three (3) MARs within Big
Cypress Basin(bridge sites 10'Avenue SE,Wilson Blvd., and 62"d Avenue NE)with only two submittals: 90%
and Final.
A constructability review will be conducted by the COUNTY between the 60%and 90%plan submittals. The Bid
Plans shall not be submitted prior to obtaining a notice of intent to permit from the governing permitting agencies,
which may include but not limited to FDEP (National Discharge Pollutant Elimination System General and 404
Permits),and SFWMD(Environmental Resource Permit).
Periodically, throughout the life of the design contract, the project schedule shall be reviewed and, with
the approval of the COUNTY, adjusted as necessary to incorporate changes in the Scope of Services and
progress to date. The approved schedule and schedule status report, along with progress, shall be
submitted with the monthly progress report and invoice.
2.20 Submittals-Deliverables
The CONSULTANT shall furnish documents as required by the COUNTY to adequately control,coordinate,and
approve the work concepts.At each submittal phase,the CONSULTANT shall provide all plans,specifications and
cost estimates in strict conformance to the FDOT Design Manual sequence of plans preparation. Partial phase
deliverables will not be accepted.To expedite the design reviews,the COUNTY prefers to use the Bluebeam Revu
software platform or approved equal. The CONSULTANT shall set up studio project collaboration sessions in
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Bluebeam at each phase. The CONSULTANT shall manage the marked-up documents so that comments can be
tracked and are easily organized for hard copy print outs.
The CONSULTANT shall be responsible to setup Bluebeam Session for soliciting COUNTY's comments on each
submittal.The CONSULTANT's Bluebeam setup shall include comment tracking and response mechanism.The
CONSULTANT shall provide session access to COUNTY's staff(and other independent CONSULTANT's)as
identified by COUNTY's Project Manager. The CONSULTANT shall provide a response to each comment until
each comment is identified marked with a"CLOSED"status by the reviewer.The CONSULTANT shall maintain
copies of all Session files and submit to COUNTY as supplementary files to the Final Deliverable. Use of
Bluebeam Sessions for submittal reviews (including setup, upload and maintenance of comment records, etc.) is
considered part of the design approval process; subsequently, no separate payment shall be made for Bluebeam
Sessions.
All submitted documents shall be digitally signed and sealed in accordance with applicable Florida Statutes.
All documents shall be developed and submitted in accordance with the latest edition of the Greenbook/FDM
effective at issuance of the Notice to Proceed unless otherwise directed by the COUNTY in writing.
Each submittal shall include one (1) digital copy of all documents required for the submittal as defined herein.
Method of delivery must be approved by the COUNTY.
In addition to the delivery of the files produced during project development,the COUNTY requires the inclusion
of Engineering Data files(prepared by or for the CONSULTANT)for critical geometries in the design.These can
include but are not limited to the horizontal and vertical alignments, cross sections, surface contours, etcetera.
Critical roadway geometric items, such as the centerlines and profiles of the proposed mainline, side streets,
drainage 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.All Engineering Data files shall
be compatible with Bentley MicroStation platform or approved equal.
Drawings files shall be provided in most current versions of a fully functional Bentley OpenRoads Design and
OpenBridge Modeler(.dgn).Drawings shall be plotted to a.pdf format to facilitate review and digital delivery.The
CONSULTANT shall use the most current FDOT CADD Manual to produce engineering plans preparation.
Specifications shall be provided in pdf.
2.21 Provisions for Work
All work shall be prepared with English units in accordance with the latest editions of standards and requirements
utilized by the COUNTY which include,but are not limited to,publications such as:
• General:
o Title 29,Part 1910,Standard 1910.1001,Code of Federal Regulations(29 C.F.R. 1910.1001)—Asbestos
Standard for Industry,U.S.Occupational Safety and Health Administration(OSHA)
o 29 C.F.R. 1926.1101—Asbestos Standard for Construction,OSHA
o 40 C.F.R. 61, Subpart M - National Emission Standard for Hazardous Air Pollutants (NESHAP),
Environmental Protection Agency(EPA)
o 40 C.F.R.763,Subpart E—Asbestos-Containing Materials in Schools,EPA
o 40 C.F.R.763,Subpart G—Asbestos Worker Protection,EPA
o Americans with Disabilities Act(ADA)Standards for Accessible Design
o AASHTO—A Policy on Design Standards Interstate System
o AASHTO—Roadside Design Guide
o AASHTO—Roadway Lighting Design Guide
o AASHTO—A Policy for Geometric Design of Highways and Streets
o AASHTO—Highway Safety Manual
o Rule Chapter 5J-17, Florida Administrative Code (F.A.C.), Standards of Practice for Professional
Surveyors and Mappers
o Chapter 469,Florida Statutes(F.S.)—Asbestos Abatement
o Rule Chapter 62-257,F.A.C.,Asbestos Program
o Rule Chapter 62-302,F.A.C.,Surface Water Quality Standards
o Code of Federal Regulations(C.F.R.)
o Florida Administrative Codes(F.A.C.)
o Chapters 20, 120, 215, 455, Florida Statutes (F.S.) — Florida COUNTY of Business & Professional
Regulations Rules
o Florida COUNTY of Environmental Protection Rules
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o FDOT Basis of Estimates Manual
o FDOT Computer Aided Design and Drafting(CADD)Manual
o FDOT Standard Plans
o FDOT Flexible Pavement Design Manual
o FDOT-Florida Roundabout Guide
o FDOT Handbook for Preparation of Specifications Package
o FDOT Standard Plans Instructions
o FDOT Manual of Uniform Minimum Standards for Design,Construction and Maintenance for Streets and
Highways("Florida Greenbook")
o FDOT Materials Manual
o FDOT Pavement Type Selection Manual
o FDOT Design Manual
o FDOT Procedures and Policies
o FDOT Procurement Procedure 001-375-030, Compensation for CONSULTANT Travel Time on
Professional Services Agreements
o FDOT Project Development and Environment Manual
o FDOT Project Traffic Forecasting Handbook
o FDOT Public Involvement Handbook
o FDOT Rigid Pavement Design Manual
o FDOT Standard Specifications for Road and Bridge Construction
o FDOT Utility Accommodation Manual
o Manual on Speed Zoning for Highways,Roads,and Streets in Florida
o Federal Highway Administration(FHWA)-Manual on Uniform Traffic Control Devices(MUTCD)
o FHWA —National Cooperative Highway Research Program (NCHRP) Report 672, Roundabouts: An
Informational Guide
o FHWA Roadway Construction Noise Model(RCNM)and Guideline Handbook
o Florida Fish and Wildlife Conservation Commission-Standard Manatee Construction Conditions 2005
o Florida Statutes(F.S.)
o Florida's Level of Service Standards and Guidelines Manual for Planning
o Model Guide Specifications—Asbestos Abatement and Management in Buildings,National Institute for
Building Sciences(NIBS)
o Quality Assurance Guidelines
o Safety Standards
o Any special instructions from the COUNTY
• Roadway
o FDOT—Florida Intersection Design Guide
o FDOT-Project Traffic Forecasting Handbook
o FDOT-Quality/Level of Service Handbook
o Florida's Level of Service Standards and Highway Capacity Analysis for the SHS
o Transportation Research Board(TRB)-Highway Capacity Manual
• Permits
o Chapter 373,F.S.—Water Resources
o US Fish and Wildlife Service Endangered Species Programs
o Florida Fish and Wildlife Conservation Commission Protected Wildlife Permits
o Bridge Permit Application Guide,COMDTPUB P16591.3C
o Building Permit
• Drainage
o FDOT Bridge Hydraulics Handbook
o FDOT Culvert Handbook
o FDOT Drainage Manual
o FDOT Erosion and Sediment Control Manual
o FDOT Exfiltration Handbook
o FDOT Hydrology Handbook
o FDOT Open Channel Handbook
o FDOT Optional Pipe Materials Handbook
o FDOT Storm Drain Handbook
o FDOT Stormwater Management Facility Handbook
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o FDOT Temporary Drainage Handbook
o FDOT Drainage Connection Permit Handbook
o FDOT Bridge Scour Manual
• Survey and Mapping
o All applicable Florida Statutes and Administrative Codes
o Applicable Rules, Guidelines Codes and authorities of other Municipal, COUNTY, State and Federal
Agencies.
o FDOT Aerial Surveying Standards for Transportation Projects Topic 550-020-002
o FDOT Right of Way Mapping Handbook
o FDOT Surveying Procedure Topic 550-030-101
o Florida COUNTY of Transportation Right of Way Procedures Manual
o Florida COUNTY of Transportation Surveying Handbook
o Right of Way Mapping Procedure 550-030-015
• Traffic Engineering and Operations and ITS
o AASHTO-An Information Guide for Highway Lighting
o AASHTO-Guide for Development of Bicycle Facilities
o FHWA Standard Highway Signs Manual
o FDOT Manual on Uniform Traffic Studies(MUTS)
o FDOT Median Handbook
o FDOT Traffic Engineering Manual
o National Electric Safety Code
o National Electrical Code
• Florida's Turnpike Enterprise
o Florida's Turnpike Plans Preparation and Practices Handbook(TPPPH)
o Florida's Turnpike Lane Closure Policy
o Florida's Turnpike Drainage Manual Supplement
o Rigid Pavement Design Guide for Toll Locations with Electronic Toll Collection
o Flexible Pavement Design Guide for Toll Locations with Electronic Toll Collection
o Florida's Turnpike General Tolling Requirements(GTR)
o Additional Florida's Turnpike Enterprise standards,guides,and policies for design and construction can
be found on the FTE Design Website:http://design.floridasturnpike.com
• Traffic Monitoring
o American Institute of Steel Construction (AISC) Manual of Steel Construction, referred to as "AISC
Specifications"
o American National Standards Institute(ANSI)RP-8-00 Recommended Practice for Roadway Lighting
o AASHTO AWS D1.1/ANSI Structural Welding Code—Steel
o AASHTO D1.5/AWS D1.5 Bridge Welding Code
o FHWA Traffic Detector Handbook
o FDOT General Interest Roadway Data Procedure
o FHWA Traffic Monitoring Guide
o FDOT's Traffic/Polling Equipment Procedures
• Structures
o AASHTO Load and Resistance Factor Design(LRFD)Bridge Design Specifications and Interims
o AASHTO LRFD Movable Highway Bridge Design Specifications and Interims
o AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic
Signals,and Interims.
o AASHTO/-AWS-D1.5M/D1.5:An American National Standard Bridge Welding Code
o AASHTO Guide Specifications for Structural Design of Sound Barriers
o AASHTO Manual for Condition Evaluation and Load and Resistance Factor Rating(LRFR)of Highway
Bridges
o FDOT Bridge Load Rating Manual
o FDOT Structures Manual
o FDOT Structures Design Bulletins(available on FDOT Structures web site only)
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• Geotechnical
o FHWA Checklist and Guidelines for Review of Geotechnical Reports and Preliminary Specifications
o Manual of Florida Sampling and Testing Methods
o FDOT Soils and Foundation Handbook
o FDOT Standard Plans
• Landscape Architecture
o Florida COUNTY of Agriculture and Consumer Services Grades and Standards for Nursery Plants
• Architectural
o Building Codes
o Florida Building Code:
• Building
• Fuel Gas
• Mechanical
• Plumbing
• Existing Building
o Florida Accessibility Code for Building Construction
o Rule Chapter 60D,F.A.C.,Division of Building Construction
o Chapter 553,F.S.—Building Construction Standards
o ANSI A117.1 2003 Accessible and Usable Building and Facilities
o Titles II and III,Americans with Disabilities Act(ADA),Public Law 101-336;and the ADA Accessibility
Guidelines(ADAAG)
• Architectural—Fire Codes and Rules
o National Fire Protection Association(NFPA)-Life Safety Code
o NFPA 70-National Electrical Code
o NFPA 101 -Life Safety Code
o NFPA 10-Standard for Portable Fire Extinguishers
o NFPA 11 -Standard for Low-Expansion Foam Systems
o NFPA 11A-Standard for High-and Medium-Expansion Foam Systems
o NFPA 12-Standard for Carbon Dioxide Extinguishing Systems
o NFPA 13-Installation of Sprinkler Systems
o NFPA 30-Flammable and Combustible Liquids Code
o NFPA 54-National Gas Fuel Code
o NFPA 58-LP-Gas Code
o Florida Fire Prevention Code as adopted by the State Fire Marshal —
Consult with the Florida State Fire Marshal's office for other frequently used codes.
• Architectural—Extinguishing Systems
o NFPA 10-Fire Extinguishers
o NFPA 13 -Sprinkler
o NFPA 14-Standpipe and Hose System
o NFPA 17-Dry Chemical
o NFPA 20-Centrifugal Fire Pump
o NFPA 24-Private Fire Service Mains
o NFPA 200-Standard on Clean Agent Fire Extinguishing Systems
• Architectural—Detection and Fire Alarm Systems
o NFPA 70-Electrical Code
o NFPA 72-Standard for the Installation,Maintenance and Use of Local Protective Signaling Systems
o NFPA 72E-Automatic Fire Detectors
o NFPA 72G-Installation,Maintenance,and Use of Notification Appliances
o NFPA 72H-Testing Procedures for Remote Station and Proprietary Systems
o NFPA 74-Household Fire Warning Equipment
o NFPA 75 -Protection of Electronic Computer Equipment
• Architectural—Mechanical Systems
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o NFPA 90A-Air Conditioning and Ventilating Systems
o NFPA 92A-Smoke Control Systems
o NFPA 96-Removal of Smoke and Grease-Laden Vapors from Commercial Cooking Equipment
o NFPA 204M- Smoke and Heating Venting
• Architectural—Miscellaneous Systems
o NFPA 45-Laboratories Using Chemicals
o NFPA 80-Fire Doors and Windows
o NFPA 88A-Parking Structures
o NFPA 105-Smoke and Draft-control Door Assemblies
o NFPA 110-Emergency and Standby Power Systems
o NFPA 220-Types of Building Construction
o NFPA 241 -Safeguard Construction,Alteration,and Operations
o Rule Chapter 69A-47,F.A.C.,Uniform Fire Safety for Elevators
o Rule Chapter 69A-51,F.A.C.,Boiler Safety
• Architectural—Energy Conservation
o Rule Chapter 60D-4, F.A.C., Rules for Construction and Leasing of State Buildings to Insure Energy
Conservation
o Section 255.255,F.S.,Life-Cycle Costs
• Architectural—Elevators
o Rule Chapter 61C-5,F.A.C.,Florida Elevator Safety Code
o ASME A-17.1,Safety Code for Elevators and Escalators
o Architectural—Floodplain Management Criteria
o Section 255.25,F.S.,Approval Required Prior to Construction or Lease of Buildings
o Rules of the Federal Emergency Management Agency(FEMA)
• Architectural—Other
o Rule Chapter 64E-6,F.A.C.,Standards for On Site Sewage Disposal Systems(Septic Tanks)
o Rule Chapter 62-600,F.A.C.,Domestic Wastewater Facilities
o Rule Chapter 62-761,F.A.C.,Underground Storage Tank Systems
o American Concrete Institute
o American Institute of Architects-Architect's Handbook of Professional Practice
o American Society for Testing and Materials-ASTM Standards
o Brick Institute of America
o DMS-Standards for Design of State Facilities
o Florida Concrete Products Association
o FDOT—ADA/Accessibility Procedure
o FDOT—Building Code Compliance Procedure
o FDOT—Design Build Procurement and Administration
o LEED(Leadership in Energy and Environmental Design)Green Building Rating System
o National Concrete Masonry Association
o National Electrical Code
o Portland Cement Association-Concrete Masonry Handbook
o United State Green Building Council(USGBC)
2.22 Services to be Performed by the COUNTY When appropriate and/or available,the COUNTY will provide
project data including:
• All certifications necessary for project letting.
• All information pertaining to future improvements as part of the COUNTY's Planning or forecast projects.
• All future information that may become available to the COUNTY during the term of the CONSULTANT's
Agreement,which in the opinion of the COUNTY is necessary for the execution of the work.
• Available traffic and planning data.
• Engineering standards review services.
• All available information in the possession of the COUNTY pertaining to utility companies whose facilities
may be affected by the proposed construction.
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• All future information that may become available to the COUNTY pertaining to subdivision plans so that the
CONSULTANT may take advantage of additional areas that can be utilized as part of the existing right of way.
• Previously constructed Highway Beautification or Landscape Construction Plans
• Existing right of way maps(if available)
• PD&E Documents(if available)
• Design Reports(if available)
• Letters of authorization designating the CONSULTANT as an agent of the COUNTY in accordance with F.S.
337.274.
• Phase reviews of plans and engineering documents.
• Regarding Environmental Permitting Services:
• Approved Permit Document when available.
• Approval of all contacts with environmental agencies.
• General philosophies and guidelines of the COUNTY to be used in the fulfillment of this contract.Objectives,
constraints,budgetary limitations,and time constraints shall be completely defined by the COUNTY's Project
Manager.
• Appropriate signatures on application forms.
3 PROJECT COMMON AND PROJECT GENERAL TASKS
Project Common Tasks
Project Common Tasks,as listed in the entirety of this section,are work efforts that are applicable to many project activities,
4 (Roadway Analysis)through 36 (3D Modeling). These tasks are to be included in the project scope in each applicable
activity when the described work is to be performed by the CONSULTANT.
Project Research: The CONSULTANT shall perform research of existing PD&E Studies, Developer Contribution
Agreement (DCA), Planned Urban 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 Cost (OPC) estimate,
reviewing and updating such estimate at all project milestones—Phase I(30%),Phase II(60%),Phase III(90%),and Phase
IV(100%or Final),including the bid schedule.
The CONSULTANT shall be responsible for inputting the pay items and quantities into a Summary of Pay Items sheet with
all required Plans submittals as required.
Technical Special Provisions: The CONSULTANT shall provide Technical Special Provisions for all items of work not
covered by the FDOT's Standard Specifications for Road and Bridge Construction and recurring special provisions.Standard
Specifications, recurring special provisions and supplemental specifications should not be modified unless necessary to
control project specific requirements.
The first nine sections of the FDOT standard specifications, recurring special provisions and supplemental specifications
shall not be modified without written approval of the COUNTY.
The Technical Special Provisions shall provide a description of work, materials, equipment and specific requirements,
method of measurement and basis of payment. These provisions shall be formatted on 8-1/2"xl l" sheets when printed or
copied.
Technical Special Provisions shall be developed using Microsoft Word(.doc).Furnishing electronic copy in a format other
than Microsoft Word or pdf will not be accepted.-
Field Reviews:Includes all trips required to obtain necessary data for all elements of the project identified in this scope of
work.
Technical Meetings:The CONSULTANT shall attend all technical meetings necessary to execute the Scope of Services of
this contract. This includes but not limited to meetings with the COUNTY and FDOT or other Agency staff, between
disciplines and CONSULTANT'S, such as access management, pavement design, local governments, progress/phase
review, and all other miscellaneous meetings. The CONSULTANT shall prepare, and submit to the COUNTY'S Project
Manager for review,the meeting agenda at least 3 days prior each meeting. The meeting minutes are due within five(5)
working days of attending the meeting. The CONSULTANT shall revise the meeting minutes as required within 2 days of
receipt of comments from attendees.
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Quality Assurance/Quality Control (QA/QC): The CONSULTANT shall be accountable for the professional quality,
technical accuracy and quality of their work. CONSULTANT's surveys, construction plans, and contract documents that
contain errors or omissions,and result in cost and time overruns on a construction project may result in a claim against the
CONSULTANT per F.S. 337.015 (3). The CONSULTANT shall, through all stages of design and project construction,
without additional compensation,correct all errors or deficiencies in the designs,maps,drawings,specifications and/or other
services furnished by the CONSULTANT under this contract.
The CONSULTANT shall provide a Quality Control Plan 30 days after Design NTP letter is issued that describes the
procedures to be utilized to verify,independently check,and review all maps,design drawings,calculations,specifications,
and other documentation prepared as a part of the contract.It shall be signed by the CONSULTANT's Project Manager and
the CONSULTANT's QC Manager. 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 Quality Control Plan shall include the names and resumes of the CONSULTANT's staff that will perform the quality
control reviews. The Quality Control reviewer shall be a Florida Licensed Professional Engineer fully prequalified under
F.A.C. 14-75 in the work type being reviewed. A marked-up set of prints from a Quality Control Review indicating the
reviewers for each component(structures,roadway,drainage,signals,geotechnical,signing and marking,lighting,surveys,
etc.)and a written resolution of comments on a point-by-point basis will be required, if requested by the COUNTY,with
each phase submittal.The responsible Professional Engineer,Landscape Architect,or Professional Surveyor&Mapper that
performed the Quality Control review shall sign a statement certifying that the review was conducted and found to meet
required specifications.
Independent Peer Review:The COUNTY will furnish the Independent Peer Review professional under a separate contract.
The CONSULTANT shall provide to the Independent Peer Reviewer access to all project plans and documents when
requested.The independent peer review does not relieve the CONSULTANT from the responsibility of their internal quality
control process and shall remain accountable for the professional quality and technical accuracy of their work product.
The Independent Peer Review for design Phase Plans submittals shall ensure the plans meet the FDM,the FDOT Manual of
Uniform Minimum Standards for Design,Construction and Maintenance for Streets and Highways("Florida Greenbook"),
Standard Plans and FDOT CADD Manual. The Constructability/Biddability reviewer shall ensure the project can be
constructed and paid for as designed. Constructability/Biddability Reviews should be conducted prior to the 90%and Final
submittals, using the FDOT Phase Review Checklist (Guidance Document 1-1-A) from the Construction Project
Administration Manual(CPAM)as a minimum guideline. The CONSULTANT shall submit this checklist, as well as the
"marked-up"set of plans during this review,review comments and responses from any previous Constructability/Biddability
reviews. These items will be reviewed by COUNTY's Project Manager.
Supervision:The CONSULTANT shall supervise all technical design activities.
Coordination:The CONSULTANT shall coordinate with all disciplines of the project to produce a final set of construction
documents.
Project General Tasks
Project General Tasks,described in Sections 3.1 through 3.13 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 two(2)Public Meetings,one after the 30%Phase and one after
the 60%Phase as directed by the COUNTY.The Public Meetings shall be concurrent for all four(4)bridges sites.
The goal of the first Public Meeting will be to introduce the design phase of the project including the initial proposed
access management plan to the public and receive feedback. This will also be when the team discusses possible
driveway encroachments/modifications. The goal of the second Public Meeting will be to show all the design
components of the project to the public and respond to prior feedback.The CONSULTANT shall process the public
comments received from both meetings,discuss the results,and integrate the needs of the public into the project as
directed by the COUNTY while being mindful of economic feasibility and the needs of the project.
Public involvement includes communicating information regarding the development of the project to all interested
persons, groups, and government organizations. The consultant shall coordinate all Public Meetings with the
COUNTY's Public Information Officer (PIO) and obtain approvals on all publicly shared documents prior to
distribution.The CONSULTANT shall provide to the COUNTY drafts of all Public Involvement documents(i.e.,
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newsletters,property owner letters, advertisements, etc.) associated with the following tasks for approval at least
five(5)business days prior to printing and/or distribution.
Public needs will heavily influence construction schedules,construction phasing and maintenance of traffic for any
COUNTY project.The CONSULTANT shall develop project solutions that will maintain necessary public access
during all phases of construction.
Collect Public Input— This activity occurs throughout the life of the project, requiring the CONSULTANT to
maintain files,newspaper clippings,letters,emails,and all records of contacts before,during,and after the Public
Meetings.Input will be gathered during the Public Meetings,or by other methods,such as personal contact,letters,
surveys,visits,phone calls,website comments in response to,or following any Public Meeting.
3.1.1 Public Involvement Plan
The CONSULTANT shall prepare a written Public Involvement Plan for the project.
Within 90 calendar days after receiving Notice to Proceed,the CONSULTANT shall prepare a written
Public Involvement Plan(PIP)to the COUNTY for approval outlining each element of the project's public
involvement strategy. The plan shall be updated and amended throughout the contract and indicate the
basic public involvement approach for the project. It shall list the contact information for public
individuals,media officials,and agencies as well as the means to engage them in the project. The Public
Involvement Plan shall also include providing the COUNTY with samples of Public Meeting exhibits and
handouts in file size and format suitable for posting on the COUNTY's project website. CONSULTANT
shall provide a Public Involvement Summary Report containing outreach materials and documentation of
the public participation accomplished throughout the design period. This report should summarize and
respond to the comments received from the public involvement workshop,agency coordination,etc.
3.1.2 Notifications
Upon receipt of the COUNTY's written approval of the Public Involvement Plan,a notification letter shall
be prepared and mailed by the CONSULTANT to local elected officials,property owners within 300 feet
(minimum) of the project limits, and other stakeholders as identified.The notification letter shall be
consistent with the Public Involvement Plan,introducing the CONSULTANT and informing stakeholders
of the project.The notification letters will be sent on COUNTY letterhead and mailed in envelopes
displaying the COUNTY logo. The CONSULTANT shall notify and coordinate with the COUNTY's
Project Manager prior to sending notifications.
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 (on each side of the project limit). The
CONSULTANT shall develop and maintain a computerized database of all contacts, including but not
limited to those notified for the Public Meetings, public officials, community service organizations,
environmental agencies,local and regional transportation officials,and special interest groups affected by
the project. The CONSULTANT shall prepare a mailing list of all such entities and shall update the
mailing list as needed during the life of the project.
3.1.4 Median Modification Letters-NA
3.1.5 Driveway Modification Letters
The CONSULTANT shall prepare a driveway modification letter to be sent to property owners along the
corridor. If an unpermitted driveway (or other encroachment) exists, it will not be upgraded, and the
property owner will be notified as such. In addition,the CONSULTANT shall prepare a sketch of each
proposed driveway modification for inclusion in the letter. The letters will be sent on COUNTY letterhead
and mailed in envelopes displaying the COUNTY logo.The CONSULTANT shall notify and coordinate
with the PIO and COUNTY's Project Manager prior to sending letters.If driveway modification requires
access to private property for harmonization and/or construction, the COUNTY would secure an
agreement or right of entry.
3.1.6 Newsletters
The CONSULTANT shall prepare two(2)newsletters for distribution to elected officials,public officials,
property owners along the corridor,and other interested parties. Newsletter draft shall be submitted to the
COUNTY's PIO and PM for review and approval at least 14 business days prior to printing and/or
distribution. The newsletters shall be sent by the CONSULTANT.
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3.1.7 Renderings and Flythroughs-NA
3.1.8 PowerPoint Presentations—The CONSULTANT shall develop the presentation(s)as needed at each phase
or meeting and as directed by the COUNTY's PM.
3.1.9 Public Meeting Preparations
The CONSULTANT shall prepare the necessary materials (including but not limited to printing of
informational graphics,charts,venue maps,directional signs,comment boxes,name tags,etc.)for use in
all Public Meetings. Drafts of all Public Involvement documents shall be submitted to the COUNTY for
review and approval at least 14 business days prior to printing and/or distribution.
The COUNTY will be responsible for identifying a venue for the Public Meeting(s),paying for the rental
costs of the facilities if any and paying for all legal advertisements for the event.
3.1.10 Public Meeting Attendance and Follow-up
The CONSULTANT shall prepare for and attend two(2)Public Meetings and shall assist with event setup
and take down.The goal of the Public Meeting(s)will be to show all the design components of the project
to the public and receive feedback. The CONSULTANT shall provide the COUNTY with copies of all
materials shown or provided at the event.
The CONSULTANT shall attend the meetings with an appropriate number of personnel to assist the
COUNTY'S Project Manager.
The CONSULTANT shall collect and summarize all public comments received during Public Meetings
and/or hearings and assist the COUNTY in responding to public comments and questions.
3.1.11 Other Agency Meetings
In addition to scheduled Public Meeting(s),the CONSULTANT may be required to participate in meetings
with local governing authorities. 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 shall be two(2)meetings with local governing authorities during the design.
3.1.12 Web Site
CONSULTANT shall provide Public Involvement Graphics and information for the COUNTY's Website.
3.2 Joint Project Agreements—N/A
3.3 Specifications and Estimates
3.3.1 Specifications Package Preparation
The CONSULTANT shall prepare and provide a specifications package for those specifications NOT
considered FDOT Standard Specifications.The CONSULTANT shall obtain Lighting and Traffic Signal
Specifications from the COUNTY's Traffic Operations website.The specifications package shall address
all items and areas of work and include any Mandatory Specifications,Modified Special Provisions,and
Technical Special Provisions.
The specifications package must be submitted for review to the COUNTY's Project Manager at least 30
days prior to the 90% plans submittal. This submittal does not require signing and sealing and shall be
coordinated through the COUNTY's Project Manager.
The CONSULTANT shall coordinate with the COUNTY on the submittal requirements,but at a minimum
shall consist of(1)the complete specifications package, (2)a copy of the marked-up workbook used to
prepare the package, and (3)a copy of the final project plans (or latest version if final plans are not
available).
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
The CONSULTANT shall prepare and provide a EQ Report Package in Component format for all
disciplines included in the project all quantities and pay items will be in FDOT format,using pay items
and using the FDOT Standard Specifications,current year.
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3.4 Contract Maintenance and Project Documentation
The CONSULTANT shall maintain contract documentation including but not limited to project management effort
for complete setup and maintenance of files, electronic folders and documents, developing technical monthly
progress reports and schedule updates,the compilation and delivery of final documents,reports or calculations that
support the development of the contract plans and 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
The effort needed to update the plans for future use.It will vary from project to project,depending on the size and
complexity of the project,as well as the duration of the plan's time spent"on the shelf'.
This scope item is considered an Optional Service if requested by the COUNTY. Fees for this item are not
included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY,
scope and fee will be negotiated at that time and will be implemented via Change Order.When applicable,the same
staff hourly rates established in this contract shall be utilized for fee determination.
3.8 Post Design Services
Post Design Services are included in this contract and may include,but are not limited to,pre-bid meetings,bidding
services, bid analysis, contractor qualification review, Recommendation for Award, construction assistance
(responding to RFI's&RFC),plan revisions,shop drawing review,construction meetings,survey,as-built drawing
reviews,permit completion of construction certification and bridge load ratings.
The CONSULTANT will provide the COUNTY the following limited services during the construction::
• Provide project contract administration during construction.
• Attendance of four(4)pre-construction meetings by each of the major disciplines.
• Provide contract document interpretation and assistance in addressing requests in addressing requests for
information(RFI)and unforeseen conditions when requested by the COUNTY.
• Assist COUNTY with South Florida Water Management(SFWMD)permit certification,including review
of contractor's as-built plans,preparation of certification form and submittal to the agency.
• Periodic meeting attendance(assumes one(1)meeting per month during construction.)and field visits (as
required to respond to RFI's and review construction progress).
• Assist COUNTY with shop drawing review(s).
• Review and assist in field changes which include minor redesign,as requested by the COUNTY.
• Perform a review of contractor's final as-built drawings.
• Assist COUNTY with Bridge Load Rating Certification.
• Attend four(4)substantial completion walk through meeting in the field.
Post-Design has two separate tasks.For assumed durations,see Section 2.19—Project Schedule.
1. Bidding Services:To be included as Time and Materials with design scope and fee.
2. Construction Support: To be billed as Time and Materials with 4 separate tasks,one for each of the
four(4)bridge sites. Construction likely to be complete within 6 years of design NTP.Billing rates
will not be escalated unless a Board approved amendment is issued.
Post Design Services are not intended for instances of CONSULTANT errors and/or omissions.
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All CONSULTANT's communication with the Contractor shall be made through the COUNTY'S Construction
Project Manager or his designee. The CONSULTANT shall not contact the Contractor directly unless there is a
possible immediate threat to public health and/or safety. The COUNTY'S Construction Project Manager must be
contacted immediately thereafter.
The COUNTY CEI is responsible for confirming that all quality control testing and requirements of the approved
Quality Control Plan have been executed and the results are satisfactory per the design requirements.
The CONSULTANT shall visit the construction site at key stages of the project to verify as-built conditions.This
will require the CONSULTANT to coordinate with the COUNTY'S Construction Project Manager and attend
construction meetings as required by the COUNTY. The CONSULTANT shall meet with the COUNTY'S
Construction Project Manager during the Quality Control submittal/review to establish the key stages of
construction.
The CONSULTANT must notify the COUNTY'S Construction 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 Sheet(s).
Major changes resulting in the 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 shall provide electronic Design Plans to CONTRACTOR for preparation of As-Built Drawings
by CONTRACTOR. Any changes proposed by the Contractor must be signed and sealed by the Contractor's FOR
and approved by the CONSULTANT.This may be a Cost Savings Initiative Proposal(CSIP)redesign or an original
design of certain components including Shop Drawings.
All original documents obtained by the CONSULTANT shall be turned over to the COUNTY at the project's close-
out or upon request by the COUNTY. All documents obtained for inclusion in the Final As-Built Documents
Package must be Quality Control reviewed by the CONSULTANT to ensure correctness and legibility. The
CONSULTANT shall contact the COUNTY if any deficiencies are identified.
The Final As-Built Documents Package Certification(s)must be digitally signed and sealed by the CEI Consultant
Quality assurance material testing shall be the responsibility of the CONTRACTOR.
3.9 Digital Delivery
The CONSULTANT shall deliver final contract plans and documents in digital format(PDF and CAD). The final
contract plans, and documents shall be digitally signed, sealed, and delivered to the COUNTY on acceptable
electronic media,as determined by the COUNTY.Deliverables shall be provided in both PDF and CAD formats.
3.10 Risk Assessment Workshop
The CONSULTANT shall identify potential risks associated with design and construction of the project.Risks may
include but not be limited to environmental conditions, public opposition, economic conditions, material costs,
right of way costs, utility involvement,permitting delays, loss of key personnel, etc. The CONSULTANT shall
provide to the COUNTY a Risk Management Plan following the procedures outlined in FDOT's Project
Management Handbook,Chapter 19,preceding the development of 30%design plans.
3.11 Railroad,Transit and/or Airport Coordination—N/A
3.11.1 Aeronautical Evaluation—N/A
3.12 Landscape and Existing Vegetation Coordination—N/A
3.13 Other Project General Tasks
Right-of-Way Support Services
The CONSULTANT shall provide limited Right-of-Way (ROW) support services, which are anticipated on the
project at the Wilson Boulevard bridge site and at the three(3)MARs (10th Avenue SE, Wilson Blvd., & 62nd
Avenue NE). The CONSULTANT shall allow time for necessary BOCC approval throughout process. Initiating
Relocations Efforts per Uniform Act(49CFR)is excluded.The estimated duration of services is 18 Months. Task
includes the following services:
Title Research-Upon receiving NTP,the CONSULTANT will request preliminary title search reports and review
the reports,surveys,ROW maps if available and tax appraisal information to identify ownership and encumbrances.
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ROW Technical Memo — The CONSULTANT will create a parcel acquisition report for COUNTY use that
addresses the five areas of review needed for eminent domain consideration: location, alternative alignments,
safety,environmental impacts,and cost.
ROW—ADDITIONAL SERVICES:
• Condemnation Services-Condemnation is currently not anticipated.However,in the event the COUNTY
requires condemnation support, Atkins will prepare the necessary documents and assist from suit
preparation through expert testimony.
• ROW Property Management—If needed,the CONSULTANT will provide qualified property management
personnel for the project and will insure their availability throughout the contract period.
• Appraisal and Appraisal Review Services-All appraisals will be prepared in accordance with established
guidelines. These narrative reports, as well as the updated appraisals, will be "prepared" in accordance
with the Uniform Standards of Professional Appraisal Practice (USPAP) and in conformity with the
requirements of the Code of Ethics and Standards of Professional Practice of the Appraisal Institute. In
addition,the reports will be"reviewed"using the same strict guidelines. Reviews will be performed by
certified appraisers licensed in the State of Florida to ensure the proper methodologies are values are
accurate.
• Acquisition Services-The acquisition efforts will include reviewing the ROW plans and legal descriptions
before making initial contact with property owners. Agents will prepare the written offers of just
compensation upon the approval of the appraisal report.Negotiations will include detailed contact reports
and abide by all rules and regulations promulgated by the client. Negotiations would continue until a
settlement is reached, or until the COUNTY determines that an impasse had been reached. Acquisition
efforts include preparing administrative settlements as necessary.
Closing Services-Upon successful completion of the negotiating process,the closing process will be
initiated.The CONSULTANT will prepare,and the landowners will execute,instrument of conveyance
that have been approved by the COUNTY.The CONSULTANT will work closely with the COUNTY
and the title company,utilizing standard forms and supporting documentation.The CONSULTANT will
attend the closings.Updated title reports will be requested as necessary.
4 ROADWAY ANALYSIS
The CONSULTANT shall analyze and document all 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 a Typical Section Package for approval by the COUNTY prior to the 30%plan
submittal as described in Section 2.0. Minor modifications (if required) shall be incorporated and submitted for
final approval by the COUNTY.
4.2 Pavement Type Selection Report-N/A
4.3 Pavement Design Package
The CONSULTANT shall provide an approved Pavement Design Package at the 30% plan submittal. The
COUNTY shall approve the Pavement Design prior to proceeding with the 60%design.
4.4 Cross-Slope Analysis(Lanes and Shoulders).
The CONSULTANT shall investigate any existing and proposed pavement to be included 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 as part of
the pavement report. The CONSULTANT shall coordinate with Collier County Maintenance to help identify any
known locations which may be deficient.
4.5 Safety Analysis
The CONSULTANT shall document all work necessary to perform all safety Analysis required for the roadway
design efforts. This includes all safety analysis (justification / mitigation) required for design variations and
exceptions. This effort will include a Highway Safety Manual(HSM) assessment for the proposed design. This
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effort will include analysis of existing crash data along all existing roadways and all intersections included within
the current project limits as defined in other sections of this scope.
4.6 Design Analysis
Monitor Existing Structures: The CONSULTANT shall perform field observations to visually identify existing
structures within the project limits which may require settlement, vibration, or groundwater monitoring by the
contractor during construction in accordance with FDM Chapter 307.
The CONSULTANT shall coordinate with and assist the geotechnical engineer and/or structural engineer in
identifying those structures and developing inspection,monitoring and mitigation strategies(when applicable).
The CONSULTANT shall identify the necessary pay items to be included in the bid documents to monitor existing
structures.
Access Management: The CONSULTANT shall design the horizontal and vertical roadway alignment using the
latest design standards that are most appropriate with proper consideration given but not limited to the design traffic
volumes, design speed, capacity and levels of service, functional classification, adjacent land use, design
consistency and driver expectancy, aesthetics, preserving existing vegetation, pedestrian and bicycle concerns,
ADA requirements,Safe Mobility For Life Program,access management,PD&E documents,and the intent of this
scope of work. The CONSULTANT shall also develop utility conflict information to be provided to the project
Utility Coordinator in the format requested by the COUNTY. The CONSULTANT shall incorporate access
management standards for the project in coordination with COUNTY staff.The CONSULTANT shall evaluate the
project limits and provide access management recommendations to the COUNTY for review and approval. This
work will also include all activities to prepare mitigation and identify all existing structures within the project limits
that require project specific monitoring and specific inspection requirements.
4.7 Operational Analysis—N/A
4.8 Design Report
The CONSULTANT shall prepare all applicable report(s)as listed in the Project Description section of this scope.
The CONSULTANT shall submit to the COUNTY design notes, data, and calculations to document the design
conclusions reached during the development of the contract plans.
The design notes,data,and computations shall be recorded on size 8%2"x11"sheets,fully titled,numbered,dated,
indexed,and signed and dated by the designer and the checker.Computer input and output forms and other
oversized sheets shall be folded to 8'/2"xl 1".The data shall be in a hardback folder for submission to the
COUNTY.Digital copies of all paper submittals above shall be provided in PDF or Microsoft Word format.
4.9 Design Variations and Exceptions
The CONSULTANT shall prepare the documentation necessary to gain COUNTY and FDOT approval of all
appropriate Design Variations and/or Design Exceptions before the 30%Phase submittals. No roadway related
Variations/Exceptions are anticipated at this time.
4.10 Master Design File Setup&Maintenance,Model Management Plan
Includes efforts required for initial setup of the horizontal/vertical master design file and maintenance of the design
file throughout the life of the design.Includes creating a model management plan when necessary.Includes a base
amount of work effort for planning and development management to get the design file started..
4.11 Horizontal/Vertical Master Design and 3D Modeling
Horizontal/Vertical Master Design Files: All efforts required for establishing the master design files for the
horizontal and vertical geometry,drainage structure features,utilities(including conflict location identification and
adjustments),etc. This includes all work to create elements showing the alignment for both horizontal and vertical
geometries in plan and profile portion of plan sheets. Includes efforts required to place labels and required
information in accordance with the FDOT CADD Manual and FDM in master design file. Also includes all
engineering work for designing and analyzing elements required for the plan/profile geometries including
horizontal/vertical alignments,back of sidewalk profiles, intersection layouts, curb return profiles,ramp profiles,
utilities,etc.
Based on project elements to be designed in 2D for the plan and profile plan sheets.
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3D Model Development: Based on project elements to be designed in 3D for the 3D model. This includes all
efforts and elements required in accordance with the FDOT CADD Manual and FDM in the master design file.
4.12 Temporary Traffic Control Plan(TTCP)
a.Temporary Traffic Control Plan(TTCP)Analysis
The CONSULTANT shall design a safe and effective TTCP to move vehicular and pedestrian traffic during all
phases of construction.The design shall include but not limited to construction phasing of temporary and permanent
roadways ingress and egress to existing property owners and businesses,routing,signing and pavement markings,
and detour quantity tabulations, roadway pavement, drainage structures, ditches, front slopes, back slopes, drop
offs within clear zone, transit stops, and traffic monitoring sites. Special consideration shall be given to the
construction of the drainage system when developing the construction phases. Positive drainage must always be
maintained. The design shall include construction phasing of roadways to accommodate the construction or
relocation of utilities when the contract includes Joint Project Agreements (JPAs). It is anticipated that the plans
shall be Level II Traffic Control Plans.
The CONSULTANT shall investigate the need for temporary traffic signals,temporary lighting, alternate detour
roads,and the use of materials such as sheet piling in the analysis.The Traffic Control Plan shall be prepared by a
certified designer who has completed training as required by the FDOT.Before proceeding with the Traffic Control
Plan,the CONSULTANT shall meet with the appropriate COUNTY personnel. The purpose of this meeting is to
provide information to the CONSULTANT that will better coordinate the Preliminary and Final TTCP efforts.
The CONSULTANT shall consider the local impact of any lane closures or alternate routes. When the need to
close a road is identified during this analysis,the CONSULTANT shall notify the COUNTY's Project Manager as
soon as possible. Proposed road closings must be reviewed and approved by the COUNTY. The Consultant shall
exercise due diligence to minimize any negative impacts utilizing the contract specifications, traffic
recommendations and/or plans development. Project area impacts may be local events, holidays, peak tourist
seasons, detour route deterioration and other eventualities. CONSULTANT shall be responsible to obtain local
authorities'permission for use of detour routes not on State highways.
b.Master TTCP Design Files
The CONSULTANT shall develop master TTCP files (Level I) showing General Notes (including references to
the applicable indexes in the Standard Plans, Phase Typical Section(s), and minimal "Special Details" (where
unique situations for the project exists). This includes all work necessary for designing lane configurations,
diversions,lane shifts,signing and pavement markings,temporary traffic control devices,and temporary pedestrian
paths.
c.TTCP 3D Modeling(Isolated Locations
TTCP 3D Modeling (for isolated locations intended for design clarification for Level II only) analysis shall be
modeled at each bridge location and all intersections,including all areas of resurfacing,widening and reconstruction
(requiring 3D TTCP development over all phases) for mid complexity projects. This work includes all work
necessary for designing lane configurations, diversions, lane shifts, signing and pavement marking, temporary
traffic control devices and temporary pedestrian pathways.
4.13 Selective Clearing and Grubbing—N/A
4.14 Tree Relocation Plans—N/A
4.15 Utility Data Collection and Analysis
The CONSULTANT shall collect, analyze and coordinate utility data. Includes, preparing plans for greenlines,
and plans for RGB markups by Utility Agency Owners(UAOs). This task will also includes all efforts to prepare,
review and update the Utility Conflict Matrix,utility relocations,and Utility Work Schedules(UWS)..
4.16 —Roadway and TTCP Quantities for EQ Report
Roadway:The CONSULTANT shall develop accurate quantities and supporting documentation,including
construction days when required for the proposed design features. This includes work efforts to develop and
update quantities for each phase submittal. Documentation will be submitted in Excel summary tables through
the Quantity Takeoff Manager(QTM),fully populating the tables with estimated quantities,validation of
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roadway pay items and updating obsolete pay items,and delivering the Excel file for each phase submittal.
TTCP:The CONSULTANT shall develop accurate quantities and supporting documentation,including
construction days when required for the proposed TTCP design per phase of construction. This includes work
efforts to develop and update quantities for each phase submittal. Documentation will be submitted in Excel
summary tables through the Quantity Takeoff Manager(QTM),fully populating the tables with estimated
quantities,validation of TTCP pay items and updating obsolete pay items,and delivering the Excel file for each
phase submittal.
4.17 Cost Estimate
The CONSULTANT shall provide the Engineer's Opinion of Probable Cost(OPC) at each submittal phase. The
Engineer's OPC shall be updated and adjusted at each submittal to be maintained up to and including the final bid
documents submittal.
4.18 Technical Special Provisions and Modified Special Provisions
The CONSULTANT shall provide Technical Special Provisions for all items of work not covered by the FDOT
Standard Specifications for Road and Bridge Construction and recurring special provisions. Standard
Specifications, recurring special provisions, and supplemental specifications should not be modified unless
necessary to control project-specific requirements. All modifications to other sections must be justified to the
COUNTY and included in the project's specifications package as Technical Special Provisions.
The Technical Special Provisions shall provide a description of work,materials,equipment,specific requirements,
method of measurement,and basis of payment.These provisions shall be submitted in pdf format.
4.19 Other Roadway Analyses—Unpermitted driveways(or other encroachments)will be identified in the plans and shall
NOT be improved as part of this project. A field survey will be conducted, and research will be completed in
coordination with the COUNTY permitting office prior to the 60% submittal. This information shall be highlighted
during Public Meeting#2.
4.20 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.
The COUNTY expects that the COSULTANT's performance and product quality to be the best attainable
engineering quality and efficiency.
The CONSULTANT shall be available to attend a plans-in-hand field review with the COUNTY's PM's at the
60%,90%,and 100%submittals.Field reviews shall be conducted upon completion of COUNTY reviews of plans
submitted by the CONSULTANT for each submittal period.The anticipated format for these meetings shall be an
in-office review of COUNTY's comments in the morning,followed by an afternoon field visit to areas of concern
at the project site if necessary.This item also includes all trips required to obtain necessary data for all elements of
the roadway analysis identified in this scope of work.
Supervision Includes but not limited to all efforts required by the CONSULTANT to supervise all technical design
activities.
4.21 Supervision
Includes but not limited to all efforts required by the CONSULTANT to supervise all technical design activities.
4.22 Roadway Meetings
Includes but not limited to meetings with the COUNTY or other public or private 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. Up to twenty-four (24) meetings are included. Additional meetings may be required for utility
coordination and other activities as required to complete the project.
4.23 Field Reviews
The CONSULTANT shall be available to attend a plans-in-hand field review with the COUNTY's PM's at the
60%,90%,and 100%submittals.Field reviews shall be conducted upon completion of COUNTY reviews of
plans submitted by the CONSULTANT for each submittal period.The anticipated format for these meetings shall
be an in-office review of COUNTY's comments in the morning,followed by an afternoon field visit to areas of
concern at the project site if necessary.This item also includes all trips required to obtain necessary data for all
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elements of the roadway analysis identified in this scope of work.
4.24 Coordination
Includes but not limited to all efforts by the CONSULTANT to coordinate all elements of the roadway analysis to
produce a final set of construction documents.
5 ROADWAY PLANS
The CONSULTANT shall prepare Roadway,Drainage,TTCP,Utility Adjustment Sheets,plan sheets,notes,and details as
shown in the FDM Summary of Phase Submittals Table 301.2.2. The plans shall include but not limited to the following
sheets necessary to convey the complete intent and scope of the project for the purposes of efficient,economical and timely
construction process.
5.1 Key Sheet&Signature Sheet
5.2 Typical Section Sheets
5.3 Cross Slope Correction Details
5.4 General Notes/Pay Item Notes
5.5 Project Layout/Model Management
5.6 Plan Sheet—N/A
5.7 Plan/Profile Sheet
5.8 Special Profile
5.9 Sidewalk Profiles
5.10 Interchange Layout Sheets—N/A
5.11 Details
5.12 Soil Survey Sheets
5.13 Cross Sections
5.14 Temporary Traffic Control Plan
5.15 Utility Adjustment Sheets
5.16 Project Control Sheets
5.17 Utility Verification Data(SUE)
5.18 Quality Assurance/Quality Control
5.19 Supervision
6 DRAINAGE ANALYSIS
The CONSULTANT shall analyze and document Drainage Tasks in accordance with all applicable manuals, guidelines,
standards, handbooks, procedures, and current design memorandums. The CONSULTANT shall be responsible for
designing a drainage and stormwater management system. All design work shall comply with the requirements of the
appropriate regulatory agencies and the FDOT's Drainage Manual as available unless otherwise stated below.
The proposed drainage improvements shall include roadside re-shaping of the existing roadside drains to maintain
interconnection and ultimately to convey the runoff to the corresponding Canal. The proposed project will meet SFWMD
criteria for water quality and quantity,as applicable to the project(to be determined in pre-application meeting).Determine
the FEMA flood elevation ranges and evaluate whether flood compensation is required.It is assumed that water quality and
quantity will be provided for in roadside swales or ponds.
The CONSULTANT shall coordinate fully with the appropriate permitting agencies and COUNTY staff.All activities and
submittals should be coordinated through the COUNTY's Project Manager. The work shall include but not limited to the
engineering analyses for any or all the following:
6.1 Drainage Analysis(Activity 6a)
6.1.1 Base Clearance Analysis
The CONSULTANT shall analyze,determine,and document high water elevations per basin,which shall
be used to set roadway profile grade and roadway materials. Determine groundwater elevations at
intervals between the surface mentioned above waters.Groundwater elevations will be obtained utilizing
geotechnical findings and recommendations,information from SFWMD Big Cypress Basin(BCB),stage
monitoring stations, nearby permitted projects, and wetland indicators, as available. Findings will be
documented in the Drainage Design Documentation Report.
6.1.2 Hydroplaning Analysis—N/A
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6.1.3 Existing Permit Analysis
The CONSULTANT shall collect data and perform computer analysis of local,state,and federal
Drainage permits.
6.1.4 Utility Conflict Matrix(for drainage structures)
Includes all efforts for populating and coordination of the Utility Conflict Matrix for all drainage
structures.
6.1.5 Noise Barrier Drainage Analysis—N/A
6.1.6 Temporary Drainage Analysis
The CONSULTANT shall evaluate, document, and address drainage of the construction project site to
adequately drain the road and maintain existing offsite drainage during all construction phases.
6.1.7 Pond Siting Analysis and Report
Includes all efforts for Pond Siting Analysis and Report when not performed during PD&E or when an
alternative option has been identified and needs to be developed.Complexity based on the presence of
relevant existing information and basin characteristics such as degree of urbanization,right of way
constraints,potential utility impacts,and quantity of environmental impacts. Field reviews and technical
meeting hours to be included in tasks 6a.27&6a.28.This task excludes the design of stormwater
management facilities(see task 6a.12)each regional treatment alternatives will be evaluated
equivalently to one pond per basin.
6.1.8 Analysis of Pipe Video Inspection Report
Includes all efforts for analysis of the pipe video inspection report provided by the County.
6.1.9 Bridge Hydraulic Report
Controlled Canal Crossing/Pedestrian Bridge: N/A.
Main Bridge(Non-Tidal): The CONSULTANT shall prepare a Bridge Hydraulic Report including the
information for the Bridge Hydraulics Recommendation Sheet, hydrology and hydraulics calculations,
deck surface drainage, canal scour,and appropriate countermeasures. This scope assumes four(4)BHR
analyses.
Main Bridge(Tidal Crossing): N/A.
Wave Modeling: N/A.
6.1.10 Design of Cross Drains
Design of Minor Cross Drains: Analyze the hydraulic design and performance of cross drains. Check
existing cross drains to determine if they are structurally sound and can be extended.Document the design
as required. Determine and provide flood data as required. FEMA "No Rise" is expected. Floodway
change(redefinition)is expected.
Design of Major Cross Drains: Design new major cross drain,includes evaluation of alternatives of size
and configuration based on modeling or more than one culvert location draining the area. .
6.1.11 Design of Ditches
The CONSULTANT shall design roadway conveyance and outfall ditches as needed to convey
stormwater runoff.This task includes but not limited to 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.) This task includes designing side drain pipes under each driveway.This task
assumes new roadside ditches on both sides of the roads to accept offsite and convey stormwater runoff.
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The analysis may not meet FDOT ditch design and ditches may be designed to provide positive drainage
only.
6.1.12 Design of Stormwater Management Facility
Ponds: The CONSULTANT shall design a stormwater management facilities for Wilson Blvd., 13th
Street NW,and 40th Street NE.The proposed ponds will required SFWMD permit criteria,recovery
calculations shall be performed and design of the outlet control structure.We understand that the
projects may be in watershed with allowable discharge rates.These rates may not be achievable,and we
will coordinate with the permitting agency to determine appropriate permitting approach.
Ditches: The CONSULTANT shall design stormwater management facilities to meet requirements for
stormwater quality treatment,attenuation,and aesthetics.Develop proposed linear pond layout
(contributing drainage basin,shape,contours,slopes,volumes,tie-ins,aesthetics,etc.),perform routing,
recovery calculations and design the outlet control structure. We understand that the project areas may
be in watersheds with allowable basin discharge rates. These rates may not be achievable,and we will
coordinate with the permitting agency to determine appropriate permitting approach.
6.1.13 Design of Floodplain Compensation Drainage Design Documentation Report
The CONSULTANT shall compile a report containing all drainage design documentation including
documentation for all the drainage design tasks associated meetings and decisions The Drainage
Design Documentation (DDD) Report and Bridge Hydraulics Report (BHR) are to be submitted
separately.
The CONSULTANT shall determine floodplain encroachments,coordinate with FDEP and/or SFWMD,and
develop a proposed compensation area layout(shape,contours,slopes,volumes,etc.).The CONSULTANT
shall document the design following the requirements of the regulatory agency. This analysis does not
include modeling the floodplain,but will analyze floodplain compensation utilizing cup-for-cup analysis.
6.1.14 Design of Storm Drains
The CONSULTANT shall delineate contributing drainage areas,determine runoff,inlet locations and
spread.The CONSULTANT shall calculate hydraulic losses(friction,utility conflicts,minor losses,
etc.).The CONSULTANT shall determine design tailwater,outlet scour protection as needed.These
storm drains are anticipated at the bridge locations to convey stormwater runoff to the roadside swales.
6.1.15 Optional Culvert Material
The CONSULTANT shall determine acceptable options for pipe materials using the Culvert Service Life
Estimator utilizing corrosion series testing results obtained by the geotechnical analysis or utilizing soil
information obtained from the Soil Survey. Analysis will also evaluate pipe cover and use of wall zone pipe.
6.1.16 Design of Trench Drains—N/A
6.1.17 French Drain Systems(New Design and Evaluation of Existing)—N/A
6.1.18 Design of Drainage Wells—N/A
6.1.19 Stormwater Runoff Control Concept
The CONSULTANT shall collect data and perform analysis and design of the Stormwater Runoff Control
Concept,rural low complexity project,2D format.
6.1.20 Other Drainage Tasks—N/A
6.1.21 Drainage Design Documentation Report
The CONSULTANT shall compile a report containing all drainage design documentation including
documentation for all the drainage design tasks associated meetings and decisions The Drainage Design
Documentation(DDD) Report and Bridge Hydraulics Report(BHR)are to be submitted separately.
6.1.22 Drainage Quantities for EQ Report
The CONSULTANT shall compile a report that includes all work required to determine and validate
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drainage pay items and quantities.Includes creating the Excel summary table through the Quantity
Takeoff Manager(QTM),fully populating the tables with the estimated quantities and updating for each
phase submittal.
6.1.23 Cost Estimate
The CONSULTANT shall prepare cost estimate for all drainage components.This task assumes up to four
(4)cost estimates,one for each Phase submittal,which will include all four(4)bridge sites. There will be
a separate cost estimate for each project for each phase.
6.1.24 Technical or Modified Special Provisions—N/A
6.1.25 Quality Assurance/Quality Control
6.1.26 Supervision
6.1.27 Drainage Meetings
6.1.28 Field Reviews—CONSULTANT will perform up to one(1)dry site visit and one(1)wet site visit.
6.1.29 Coordination
6.2 DRAINAGE PLANS(Activity 6b)
The CONSULTANT shall prepare Drainage plan sheets,notes and details.The plans shall include but not limited
to all sheets necessary to adequately convey the intent and scope of the project for the purposes of construction.
The suggested sheets below are for guidance only and can be modified as needed:
6.2.1 Drainage Map
6.2.2 Bridge Hydraulics Recommendation Sheets—May be included in the structure construction plans.
6.2.3 Drainage Structures
6.2.4 Lateral Ditches Optional Pipe/Culvert Material
6.2.5 Retention/Detention/Floodplain Compensation Ponds
6.2.6 Quality Assurance/Quality Control
6.2.7 Supervision
7 UTILITY COORDINATION AND DESIGN
The CONSULTANT shall identify utility facilities and secure agreements,utility work schedules,and plans from the
Utility Agency Owners(UAO)ensuring that all conflicts that exist between utility facilities and the COUNTY's
construction project are addressed.
The CONSULTANT shall follow the current FDOT and COUNTY standards,policies,procedures,and design criteria.
COUNTY standards are located at:
https://www.colliercountvfl.!ov/home/showpublisheddocum ent/83280/636777869161770000
7.1 Utility Kickoff Meeting
Before any contact with the UAO(s), the CONSULTANT shall meet with the COUNTY Transportation
Engineering Division and Public Utilities Department for guidance, on how to follow COUNTY procedures.
CONSULTANT shall submit the design project work schedule reflecting all utility activities.
7.2 Identify Existing Utility Agency Owner(s)
The CONSULTANT shall identify all utilities within and adjacent to the project limits that may be impacted by the
project.
7.3 Make Utility Contacts
First Contact:The CONSULTANT shall send letters,a set of plans,and electronic files as requested to each UAO
Including the CONSULTANT's phone number and email address for meeting coordination.The CONSULTANT
shall include but not limited to the design schedule and meeting agenda in the meeting invites to the UAO. The
CONSULTANT shall allow a minimum of 4 weeks in advance notice to schedule any meetings with the UAO.
The CONSULTANT shall request type, size, location, easement boundaries, and cost for relocation if UAO
requested reimbursement.The CONSULTANT shall send UAO requests for reimbursement to the COUNTY.
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Second Contact: At a minimum of 4 weeks prior to the meeting,the CONSULTANT shall transmit a set of 60%
plans and the utility conflict information to each UAO and to the COUNTY's Project Manager.
Third Contact: The CONSULTANT shall prepare and transmit agreements, letters, utility conflict, information,
design schedule, and two sets of plans to the UAO(s) and the COUNTY including all related documents. The
CONSULTANT shall transmit one set to the UAO and one set to COUNTY's Construction and Maintenance
Division.
Not all projects will have all contacts as described above.
7.4 Exception Processing
The CONSULTANT shall be responsible for transmitting/coordinating the appropriate design reports, including,
but not limited to,the Preliminary Engineering Report and the Project Scope,to each UAO to identify any condition
that may require a Utility Exception.The CONSULTANT shall identify and communicate to the UAO any facilities
in conflict with their location or project schedule. The CONSULTANT shall assist with the processing of design
exceptions involving Utilities with the UAO and the COUNTY as required by the Utility Accommodation Manual
(UAM).
7.5 Preliminary Utility Meeting
The CONSULTANT shall schedule(time and place),notify participants,and conduct a preliminary utility meeting
with all UAO(s)having facilities located within the project limits for the purpose of presenting the project,review
the current design schedule, evaluate the utility information collected, provide follow-up information on
compensable property rights from the COUNTY's Legal Office,discuss the utility work by the highway contractor
option with each utility,and discuss any future design issues that may impact the facilities .The CONSULTANT
shall present all proposed facilities the UAO(s). The CONSULTANT shall prepare and distribute agendas and
meeting minutes to all attendees.
7.6 Individual/Field Meetings
The CONSULTANT shall meet with each UAO as needed,separately or together,throughout the project's 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 coordinate the development of the UAO(s)plans and work schedules.
The CONSULTANT is responsible for coordinating with the UAO(s) 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 all utility plans and to ensure information from the UAO(utility type,material,
and size)is included in the bid documents. The CONSULTANT shall forward all requests for utility reimbursement
and supporting documentation to the COUNTY.
7.8 Subordination of Easements Coordination—N/A
7.9 Utility Design Meeting
The CONSULTANT shall schedule (time and place), notify participants, and conduct a Utility meeting with all
affected UAO(s). The CONSULTANT shall be prepared to discuss impacts to existing trees/vegetation and
proposed landscape,drainage,traffic signalization,temporary traffic control plans(TTCP)(construction phasing),
review the current design schedule and letting date, evaluate the utility information collected, provide follow-up
information on compensable property rights from COUNTY Legal Office,discuss with each UAO the utility work
by highway contractor option,discuss any future design issues that may impact utilities,etc.,to the extent that they
may have an effect on existing or proposed utility facilities with particular emphasis on drainage and TTCP with
each UAO. The intent of this meeting shall be to assist the UAO's in identifying and resolving conflicts between
utilities and proposed construction before completion of the bid documents to include the utility modification
details. Also, to work with the UAO's to recommend potential resolution between known utility conflicts with
proposed construction plans as needed by the UAO. The CONSULTANT shall keep accurate minutes of all
meetings and distribute a copy to all attendees within one week. See Task 4.5 (HorizontalNertical Master Design
File)and Task 4.9(Cross Section Design Files)for utility conflict location identification and adjustments.
7.10 Review Utility Markups&Work Schedules and Processing of Schedules&Agreements
The CONSULTANT shall review utility marked-up plans and work schedules as they are received and coordinate
a review meeting with the CONSULTANT.Send marked-up drawings and schedules to the appropriate COUNTY
office(s)including but not limited to surveys,geotechnical,drainage,structures,lighting,roadway,signals,utilities,
landscape architecture,municipalities,maintaining agency,bridges and COUNTY Traffic Operations for review
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and comment.The CONSULTANT shall Coordinate with the COUNTY for execution of the construction contract.
The CONSULTANT shall distribute executed bid documents to all COUNTY Divisions as needed. The
CONSULTANT shall coordinate with the COUNTY PUD to prepare and Work Orders for UAO(s).
7.11 Utility Coordination/Follow-up
The CONSULTANT shall provide utility coordination including follow-up,interpreting plans,assisting the UAOs
with completion of their work schedules and agreements,phone calls, in-person or remote meetings to ensure the
UAO(s)complete and return the required documents in accordance with the project schedule.The CONSULTANT
shall ensure the resolution of all known conflicts with this project.The CONSULTANT shall prepare agenda and
minutes of all meetings and distribute a copy to all attendees. This task can be applied to all phases of the project.
7.12 Utility Constructability Review
The CONSULTANT shall review utility schedules against this construction contract schedule, and coordinate
construction phasing for to reduce conflicts. The CONSULTANT shall coordinate with and obtain written
concurrence from the COUNTY's Construction Office.See Task 4.5(Horizontal/Vertical Master Design File)and
Task 4.9(Cross Section Design Files)for utility conflict identification and adjustments.
7.13 Additional Utility Services
The CONSULTANT shall provide additional utility services. The CONSULTANT shall,via soft-dig,potholing,
or other non-destructive method, physically obtain the horizontal and vertical location, size, type, material, and
condition,of all underground utilities within the project limits including but not limited to all proposed foundations
for signal poles,light poles,retaining walls,piles,culverts,or any other location where foundation construction is
proposed,or as directed by the COUNTY'S Construction Project Manager.
7.14 Processing Utility Work by Highway Contractor(UWHC)—Additional Service
This includes coordination of utility design efforts between the COUNTY and the UAO(s). The CONSULTANT
shall conduct additional coordination meetings, prepare, and process the agreements, review tabulation of
quantities,perform UWHC constructability and biddability review,review pay items,cost estimates,and Technical
Special Provisions (TSP)or Modified Special Provision(MSP)prepared by the UAO. This does not include the
utility design effort.
7.15 Contract Plans to UAO(s)
The CONSULTANT shall transmit the bid documents to the UAO(s)only via certified mail with a return receipt.
7.16 Certification/Close-Out
This includes hours for transmitting utility files to the COUNTY and preparation of the Utility Certification Letter.
The CONSULTANT shall certify to the COUNTY Project Manager the following:
All utility negotiations (Full execution of each agreement, approved Utility Work Schedules, Technical Special
Provisions or Modified Special Provisions written, etc.)have been completed with arrangements made for utility
work to be undertaken and completed as required for proper coordination with the physical construction schedule.
OR
An on-site inspection was made,and no utility work will be involved.
OR
Plans were sent to the Utility Companies/Agencies,and no utility work is required.
OR
A No Response letter on COUNTY letter, delivered to the UAO via certified mail, return receipt requested,
documenting all failed attempts to obtain RGBs,UWS,or No Conflict letter from any non-responsive UAO.
7.17 Other Utilities—Additional Services
This scope item is considered an Additional/Optional Service if requested by the COUNTY.Fees for this item are
not included in the negotiated contract fees.If this item is determined necessary and is requested by the
COUNTY,scope and fee will be negotiated at the time and will be implemented via Change Order or Contract
Amendment.When applicable,the staff hourly rates established in the contract shall be utilized for fee
determination.
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Utility Design:Above and below ground existing public utility infrastructure is located within the project limits.
If determined necessary and requested by the COUNTY,the CONSULTANT shall provide all applicable
services,including but not limited to,engineering,geotechnical,subsurface utility engineering,design,
permitting,bidding,and post design construction services required to relocate or improve COUNTY Water-
Sewer District infrastructure.
8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES
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 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 research shall
include but not be limited to a review of the PD&E documents including the Type 1 (or 2)Categorical Exclusion
(CE), Natural Resources Evaluation Report, Contamination Screening Evaluation Report, Pond Siting Report,
Cultural Resources Assessment Survey Report,and other environmental planning documents.
The CONSULTANT shall research any existing easements or other restrictions that may exist within or adjacent
to the proposed project boundary. Project research may include but not limited to review of available federal,state,
and local permit files and databases;local government information including the COUNTY and property appraiser
data. The CONSULTANT shall determine if any Sovereign Submerged Lands easements need to be modified or
acquired.The CONSULTANT shall show all applicable information on the bid documents as appropriate.
8.2 Field Work
8.2.1 Pond Site Alternatives—N/A
8.2.2 Establish Wetland Jurisdictional Lines and Assessments:
The CONSULTANT shall be responsible for,but not limited to,the following activities:
• Determine landward extent of wetlands and other surface waters as detailed in Rule Chapter 62-340,
F.A.C., as ratified in Section 373.4211, F.S and Rule Chapter 62-331, F.A.0 and the State 404
Program Applicants Handbook. 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). Waters
of the United States (WOTUS) delineation shall be completed in accordance with the injunction
granted by the US District Court for the District of North Dakota to Florida and 23 other states,and
(upon resolution of that injunction) may also be affected by the recent Supreme Court decision in
Sackett v.EPA.
• 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.
• Where reasonable and applicable,set seasonal high-water levels in adjacent wetlands with biological
indicators.
• Obtain a jurisdictional determination as defined by the rules or regulations of each permitting agency
processing a COUNTY permit application for the project. The jurisdictional determination shall be
obtained via verification during the permitting process.
• 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.
• Prepare a written assessment of the current conditions 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
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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 not limited to
Uniform Mitigation Assessment Method forms and/or project specific data forms.
8.2.3 Species Surveys:
The CONSULTANT shall conduct wildlife surveys as defined by rules or regulations of any permitting
agency or commenting agency that is processing a COUNTY permit. Depending on the conditions at
the project,species specific surveys may include:gopher tortoise burrows,fox squirrel nests,and Florida
bonneted bat(roost survey;also includes habitat assessment/roost survey for tricolored bat[proposed for
Federal listing with endangered designation]). Excluded are species-specific survey for red-cockaded
woodpecker and Florida scrub jay.
SUBCONSULANT SERVICES: There is an unknown condition at the 13th Street bridge site and
continuing north through the VBR Extension related to the potential presence of bats.A bridge assessment
will be conducted to determine potential bat roosting suitability of the structure and confirm if bats are
present.If no bats are present,but the existing structure is potentially suitable,the SUB CONSULTANT
shall seal openings to prevent bats from moving into structure prior to demolition.
OPTIONAL SERVICES:
- Based on the results of the Florida bonneted bat/tricolored bat habitat assessment/potential roost
survey and consultation with the U.S. Fish & Wildlife Service (FWS), an acoustic survey may be
necessary.
- Based on the results of the bridge assessment, an exclusion may be necessary if bats are observed
roosting in the 13th Street bridge.This service is included in the scope.
The CONSULTANT shall conduct a field review of the project site and document existing conditions
about habitats and potential presence of listed species. CONSULTANT shall prepare the required
documentation to support the Type 1 CE and shall submit the required information for the Type 1 CE
checklist to the COUNTY to achieve the required Environmental Certification(s).
The CONSULTANT shall consult with the Florida Fish and Wildlife Conservation Commission(FWC)
and the FWS.
The CONSULTANT shall coordinate with the SFWMD and any other regulatory agencies having
jurisdiction to assure that design efforts are properly directed toward permit requirements.
The CONSULTANT shall prepare a complete permit package necessary to construct the project,including
site and system design information required by and acceptable to the District and all other regulatory
agencies.
The CONSULTANT shall professionally endorse the permit package(s) for any regulatory agency
exercising jurisdiction.The CONSULTANT shall be responsible for permit package submittal(s),agency
coordination and providing all the information necessary to secure permits from all regulatory agencies.
8.3 Agency Verification of Wetland Data
The CONSULTANT shall be responsible for verification of the presence of wetlands and other surface water data
identified in Section 8.2 and coordinating regulatory agency field reviews, including but not limited to the
finalization of assessments and jurisdictional determinations with applicable agencies.
8.4 Complete and Submit All Required Permit Applications
The CONSULTANT shall collect all the data and information necessary to prepare the permit applications and
obtain the environmental permits required to construct the project as identified in the Project Description and as
described in 8.4.1, 8.4.2, and 8.12(Other Permits). The CONSULTANT shall prepare each permit application in
accordance with the rules and/or regulations of the regulatory agency responsible for issuing the specific permit
and/or authorization to perform work. The COUNTY must approve the permit application packages prior to
submission to regulatory agencies.
The CONSULTANT shall submit all permit applications as directed by the COUNTY. The COUNTY will be
responsible for payment of all permit fees.
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8.4.1 Complete and Submit all Required Wetland Permit Applications:
The CONSULTANT shall prepare,complete,and submit required wetland permit(e.g.,ERP,Section 404)
application packages to the appropriate regulatory agencies. This includes applications submitted to
WMDs and/or DEP.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 necessary revisions
to the application package. The COUNTY must approve all responses and completed application
packages prior to submission to the regulatory agencies. The CONSULTANT shall prepare,submit,and
obtain the geotechnical permit.
8.4.2 Complete and Submit all Required Species Permit Applications:
The CONSULTANT shall coordinate with the County to initiate informal consultation or request for
technical assistance with wildlife agencies as needed,including but not limited to the FWS and FWC.The
work includes but not limited to completion of application package (e.g., project location map, aerials,
affidavit of ownership, pictures, additional technical analysis, etc.), and cover letter with project
description as well as completion of applicable forms.The CONSULTANT shall respond to agency RAIs,
including necessary revisions to the application package. All responses and completed applications must
be approved by the COUNTY prior to submittal to the regulatory agency. Permit applications limited to
FWC 10 or fewer gopher tortoise relocation permit.
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 shall provide environmental data/information as needed to support the
preparation of the Dredge and Fill Sketches.
8.6 Prepare U.S.Coast Guard Permit Application—N/A
8.7 Prepare Water Management District or Local Water Control District Right of Way Occupancy Permit
Application
The CONSULTANT shall be responsible for the preparation of the ROW Occupancy permit application with
BCB/SFWMD in accordance with the regulatory agency requirements.
8.8 Prepare Coastal Construction Control Line(CCCL)Permit Application—N/A
8.9 Prepare USACE Section 408 Application to Alter a Civil Works Project—N/A
8.10 Compensatory Mitigation Plan
If impacts cannot be avoided,the CONSULTANT shall coordinate with the COUNTY the appropriate mitigation
options to offset impacts. Mitigation options shall be summarized as part of the Environmental Resource Permit
and Section 404 permit applications.
The CONSULTANT shall investigate the mitigation options that meet Federal and State requirements in
accordance with section 373.4137,F.S. Below is the mitigation option:
• Purchase of mitigation credits from a mitigation bank
8.11 Mitigation Coordination and Meetings
Prior to approaching any environmental permitting or commenting agencies, a mitigation plan must be reviewed
and approved by the COUNTY.The CONSULTANT shall be responsible for coordinating the proposed mitigation
plan with the environmental agencies. Other Environmental Permits—N/A
8.12 Regulatory Agency Support(Environmental Report)
The CONSULTANT shall prepare a PEIR for each bridge in accordance with the procedures in Chapter 10,Part
1 of the FDOT PD&E Manual and the guidelines as detailed in Part 2 of the PD&E Manual. Tasks will include
environmental review and impact assessment of the following:
• Sociocultural Effects—Including Social,Economic,Land Use Changes,Mobility,Aesthetics and
Relocation Potential.Anticipated minimal effect with desktop review.
• Cultural Effects—Including a Cultural Resource Assessment Survey(CRAS)
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• Natural Effects—Including Wetlands and Other Surface Waters,Essential Fish Habitat(EFH),and
Protected Species and Habitat
• Physical Effects—Including Noise,Air Quality,Utilities and Railroads,Construction Impact Analysis,
Bicycles and Pedestrians,and Contamination.Anticipated minimal effect with desktop review for all
except Contamination.
The CONSULTANT will verify and record any environmental resource that is identified as"No Involvement"if
the resource is not within the Study area.
The CONSULTANT will work with State Historic Preservation Officer(SHPO)to obtain concurrence.
The CONSULTANT will oversee a Hazmat Survey of the 13th Street NW bridge project to evaluate if the
existing structure contains lead-based paint and asbestos-containing materials(asbestos-graphite bearing pads,
asbestos-cement drainpipes/scuppers,other asbestos-containing materials,etc.)in the areas of testing.
Information will be provided to the COUNTY by site testing to make this determination.This report will present
the results of survey as well as conclusions and recommendations.The report will identify the presence,
approximate quantity,and condition of hazardous material in accordance with generally accepted practices.
8.13 Other Environmental Permits(NEPA Re-evaluation Environmental Analysis)—Additional Service
The CONSULTANT shall provide engineering and environmental support for the COUNTY to obtain environmental
clearances for all changes to the project after the PD&E study was approved.These changes include but are not limited
to pond and/or mitigation sites identified,land use or environmental changes,and major design changes.
8.14 Environmental Clearances(NEPA Re-evaluation Environmental Analysis)—Additional Service
The CONSULTANT shall provide engineering and environmental support for the COUNTY to obtain
environmental clearances for all changes to the project after the PD&E study was approved.These changes
include but are not limited to pond and/or mitigation sites identified,land use or environmental changes,and
major design changes.
8.14.1 NEPA or SEIR Re-evaluation:Before the development of the final design plans,the CONSULTANT
shall be responsible for coordinating with the FDOT to provide necessary engineering information required in the
preparation of the re-evaluation by the FDOT.The preparation of environmental re-evaluations includes those as
listed in Part 1,Chapter 13 of the FDOT PD&E Manual:Right of Way,Design Change,and Construction
Advertisement.
The CONSULTANT shall provide information to update the Project Commitment Record for incorporation into
the re-evaluation.
It is the responsibility of the CONSULTANT to provide the engineering information on major design changes
including changes in typical section,roadway alignment,pond site selection,right of way requirements,drainage,
and traffic volumes that may affect noise models.
8.14.2 Archaeological and Historical Resources:The CONSULTANT shall provide necessary technical
information to analyze the impacts to all cultural and historical resources due to changes in the project in
accordance with Part 2,Chapter 8 of the PD&E Manual.
8.14.3 Section 4(f),6(f),and ARC:The CONSULTANT shall provide necessary technical information.
8.14.4 Wetland Impact Analysis:The CONSULTANT shall provide necessary technical information to analyze
the impacts to wetlands and other surface waters in accordance with Part 2,Chapter 9 of the PD&E Manual due
to changes in the project.
8.14.5 Essential Fish Habitat Impact Analysis:The CONSULTANT shall provide necessary technical
information to analyze the impacts to essential fish habitat in accordance Part 2,Chapter 17 of the PD&E Manual
due to changes in the project.
8.14.6 Protected Species and Habitat Impact Analysis:The CONSULTANT shall provide necessary technical
information to analyze the impacts to all protected species and habitat in accordance with Part 2,Chapter 16 of
the PD&E Manual due to changes in the project.The CONSULTANT shall perform the necessary analysis to
complete agency consultation in accordance with Section 7 or Section 10 of the Endangered Species Act.
8.15 NEPA Re-evaluation(Engineering Documents)—Additional Service
The CONSULTANT shall prepare reports and clearances for all the changes to the project that occurred after the
PD&E study was approved.These changes could include but are not limited to pond and/or mitigation sites
38
identified,land use or environmental changes,and major design changes.
8.15.1 NEPA or SEIR Re-evaluation:
During the development of the final design plans,the CONSULTANT shall be responsible for collecting
the data and preparing technical documents for the FDOT to perform the re-evaluation in accordance
with Part 1,Chapter 13 of the PD&E Manual.
8.15.2 Archaeological and Historical Resources:The CONSULTANT shall collect data necessary to
completely analyze the impacts,due to changes in the project or project area,to all cultural and historic
resources,and prepare a Cultural Resource Assessment Survey Report,in accordance with Part 2,
Chapter 8 of the PD&E Manual.
8.15.3 Section 4(f),6(f),and ARC:The CONSULTANT shall provide necessary technical information.
8.15.4 Wetland Impact Analysis:The CONSULTANT shall analyze the impacts to wetlands due to changes to
the project and complete the wetlands section of a Natural Resources Evaluation Report,in accordance
with Part 2,Chapter 9 of the PD&E Manual.
8.15.5 Essential Fish Habitat Impact Analysis:The CONSULTANT shall analyze the impacts to essential fish
habitat due to changes to the project and complete the Essential Fish Habitat section of a Natural
Resources Evaluation Report,in accordance with Part 2,Chapter 17 of the PD&E Manual.
8.15.6 Protected Species and Habitat Impact Analysis:The CONSULTANT shall collect data necessary to
prepare the protected species and habitat section of the Natural Resources Evaluation Report and analyze
the impacts to protected species and habitat by the changes to the project,in accordance with Part 2,
Chapter 16 of the PD&E Manual.The CONSULTANT shall perform the necessary analysis to complete
agency consultation in accordance with Section 7 or Section 10 of the Endangered Species Act.
8.16 Contamination Impact Analysis
The CONSULTANT shall prepare Contamination Screening Evaluation for the project limits including stormwater
ponds and floodplain compensation sites as described in Part 2,Chapter 20,of the PD&E Manual.The appropriate
level of analysis and deliverable type will be approved by the COUNTY's Project Manager and District
Contamination Impact Coordinator. The draft Level 1 Contamination Screening Evaluation document shall be
submitted to the COUNTY's Project Manager for review and final approval. The CONSULTANT shall provide
the project impacts, conclusions, recommendations, figures, tables, and appendices in a Level I Contamination
Screening Evaluation Report.
OPTIONAL SERVICE: The CONSULTANT shall provide Level II assessment services. If contamination is
identified within the limits of construction, the CONSULTANT shall coordinate with the COUNTY Project
Manager to properly mark the identified contamination areas in the plans and develop specifications and cost
estimates as appropriate.
8.17 Asbestos Survey
The SUBCONSULTANT shall prepare an Asbestos Survey and Screening for Metals-Based Coatings report for
one bridge structure(13th Avenue NW,FDOT No.034072)using guidance found in Part 2,Chapter 20,of the
FDOT's PD&E Manual.It is understood that the COUNTY is responsible to protect the health and safety of its
employees,contractors,consultants and the public through inspections and proper handling,management and
removal of Asbestos Containing Materials(ACMs)and Metals-Based Coatings(MBCs).The
SUBCONSULTANT shall be a Florida-licensed Asbestos Business Organization and employ AHERA-accredited
Asbestos Inspectors as well as a Florida Licensed Asbestos Consultant(LAC)to oversee and manage ACM and
MBC assignments.The FDOT's PD&E Manual,Chapter 20 states that asbestos surveys and screening for MBCs
must be conducted prior to demolition/renovation activities,and abatement must be conducted prior to
construction.ACM surveys and screening for MBCs begin with a review of existing bridge plans followed by a
field assessment.Accredited asbestos inspectors shall perform the collection of bulk samples of suspect ACM in
accordance with AHERA sampling protocols.All samples are placed in sealable containers,labeled with unique
sample numbers and submitted under chain of custody to a NELAC-accredited laboratory for further analysis.
Reports issued by the SUBCONSULTANT are signed and sealed by a State of Florida LAC and will detail the
type,quantity and locations of any ACM identified.A similar protocol is used for MBCs.The FDOT's PD&E
Manual,Chapter 20 specifies testing for the following five metals:arsenic,cadmium,chromium,lead,and zinc.
If ACMs or MBCs are identified on or within a structure,an Abatement Plan to remove the ACM can be
developed by the LAC.
8.18 Technical Meetings
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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 2.21 Provisions for Work.Individual tasks identified in Sections 9 through 18 are defined
in the Staff Hour Estimation Handbook and within the provision defined in Section 2.21 Provisions for Work. Contract
documents shall display economical solutions for the given conditions.
The CONSULTANT shall provide Design Documentation to the 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. A CONSULTANT's Florida-licensed professional engineer shall sign and seal the final design calculations.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 but not be
limited to input and output files to facilitate the review task.
9.1 Key Sheet and Index of Drawings
9.2 Project Layout-N/A
9.3 General Notes and Bid Item Notes
9.4 Miscellaneous Common Details-N/A
9.5 Incorporate Report of Core Borings
9.6 Standard Plans-Bridges
9.7 Existing Bridge Plans-N/A
9.8 Assemble Plan Summary Boxes and Quantities
9.9 Cost Estimate
9.10 Technical Special Provisions and Modified Special Provisions-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
The CONSULTANT shall prepare a Bridge Type Study(not a full BDR per FDM 121). The Bridge Type Study shall be
submitted as part of Phase I(30%Plans)Submittal,General Requirements.
General Requirements:
10.1 Bridge Geometry
10.2 Ship Impact Data Collection-N/A
10.3 Ship Impact Criteria-N/A
Superstructure Alternatives:
10.4 Short-Span Concrete
10.5 Medium-Span Concrete-N/A
10.6 Long Span Concrete-N/A
10.7 Structural Steel-N/A
Foundation and Substructure Alternatives:
10.8 Pier/Bent
10.9 Shallow Foundations/Geosynthetic Reinforced Soil(GRS)Abutments-N/A
10.10 Deep Foundations
Movable Span-N/A
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10.11 Data Collection and Design Criteria-NA
10.12 Movable Span Geometrics and Clearances-N/A
10.13 Deck System Evaluation-N/A
10.14 Framing Plan Development-NA
10.15 Main Girder Preliminary Design
10.16 Conceptual Span Balance/Counterweight-N/A
10.17 Support System Development-NA
10.18 Drive Power Calculations-N/A
10.19 Drive System Development-N/A
10.20 Power and Control Development-N/A
10.21 Conceptual Pier Design-NA
10.22 Foundation Analysis-NA
10.23 Tender Visibility Study-N/A
Other Bridge Type Study Issues:
10.24 Aesthetics-N/A
10.25 TTCP/Staged Construction Requirements-N/A
10.26 Constructability Requirements
10.27 Load Rating for Damaged/Widened Structures-N/A
10.28 Quantity and Cost Estimates
10.29 Quantity and Cost Estimates-Movable Span-N/A
10.30 Wall Type Justification-N/A
Report Preparation
10.31 Exhibits
10.32 Exhibits-Movable Span-N/A
10.33 Report Preparation
10.34 Report Preparation-Movable Span-N/A
10.35 Bridge Type Study Submittal Package
Preliminary Plans(To be included as an appendix to the Bridge Type Study)
1. General Notes Sheets
2. Plan and Elevation Sheets
3. Construction Staging-N/A
4. Bridge Hydraulics Recommendation Sheets
5. Superstructure Typical Section Sheets
6. Framing Plan-N/A
7. Substructure Section Sheets
8. Report of Core Borings-N/A
9. Preliminary Foundation Layouts
10. Wall Layout Sheets-N/A
11. Existing Bridge Plans-N/A(13'Street NW if available)
Preliminary Geotechnical investigations Report shall be included as part of the Bridge Type Study preparation.
11 STRUCTURES-TEMPORARY BRIDGE-N/A
12 STRUCTURES-SHORT SPAN CONCRETE BRIDGE
The CONSULTANT shall prepare plans for Short Span Concrete Bridge(s)at the location(s)specified in Section 2.5.
General Layout Design and Plans:
12.1 Overall Bridge Final Geometry
12.2 Expansion/Contraction Analysis
12.3 General Plan and Elevation
12.4 Construction Staging-N/A
12.5 Approach Slab Plan and Details
12.6 Miscellaneous Details
End Bent Design and Plans:
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12.7 End Bent Geometry
12.8 End Bent Structural Design
12.9 End Bent Plan and Elevation
12.10 End Bent Details
Intermediate Bent Design and Plans:
12.11 Bent Geometry
12.12 Bent Stability Analysis
12.13 Bent Structural Design
12.14 Bent Plan and Elevation
12.15 Bent Details
Miscellaneous Substructure Design and Plans:
12.16 Foundation Layout
Superstructure Design and Plans:
12.17 Finish Grade Elevation Calculation
12.18 Finish Grade Elevations
Cast-In-Place Slab Bridges—N/A
12.19 Bridge Deck Design
12.20 Superstructure Plan
12.21 Superstructure Sections and Details
Prestressed Slab Unit Bridges:
12.22 Prestressed Slab Unit Design
12.23 Prestressed Slab Unit Layout
12.24 Prestressed Slab Unit Details and Schedule
12.25 Deck Topping Reinforcing Layout
12.26 Superstructure Sections and Details Reinforcing Bar Lists
12.27 Preparation of Reinforcing Bar List
12.28 Load Rating
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—Optional Services
The CONSULTANT shall prepare plans for Retaining Wall(s)as specified in Section 2.5.
General Requirements:
17.1 Key Sheet
17.2 Horizontal Wall Geometry
Permanent Proprietary Walls:
17.3 Vertical Wall Geometry
17.4 Semi-Standard Drawings
17.5 Wall Plan and Elevations(Control Drawings)
17.6 Details
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Temporary Proprietary Walls:
17.7 Vertical Wall Geometry
17.8 Semi-Standard Drawings
17.9 Wall Plan and Elevations(Control Drawings)
17.10 Details
Cast-In-Place Retaining Walls:
17.11 Design
17.12 Vertical Wall Geometry
17.13 General Notes
17.14 Wall Plan and Elevations(Control Drawings)
17.15 Sections and Details
17.16 Reinforcing Bar List
Other Retaining Walls and Bulkheads: N/A
17.17 Design
17.18 Vertical Wall Geometry
17.19 General Notes,Tables and Miscellaneous Details
17.20 Wall Plan and Elevations
17.21 Details
18 STRUCTURES-MISCELLANEOUS
The CONSULTANT shall prepare plans for Miscellaneous Structure(s)as specified in Section 2.5.
Concrete Box Culverts-N/A
18.1 Concrete Box Culverts-N/A
18.2 Concrete Box Culverts Extensions-N/A
18.3 Concrete Box Culvert Data Table Plan Sheets-N/A
18.4 Concrete Box Culvert Special Details Plan Sheets-N/A
Strain Poles-N/A
18.5 Steel Strain Poles-N/A
18.6 Concrete Strain Poles-N/A
18.7 Strain Pole Data Table Plan-N/A
18.8 Strain Pole Special Details Plan Sheets-N/A
Mast Arms
18.9 Mast Arms
18.10 Mast Arms Data Table Plan Sheets
18.11 Mast Arms Special Details Plan Sheets
Overhead/Cantilever Sign Structure-N/A
18.12 Cantilever Sign Structures-N/A
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-N/A
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
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Noise Barrier Walls(Ground Mount)-N/A
18.21 Horizontal Wall Geometry-N/A
18.22 Vertical Wall Geometry-N/A
18.23 Summary of Quantities-Aesthetic Requirements-N/A
18.24 Control Drawings-N/A
18.25 Design of Noise Barrier Walls Covered by Standards-N/A
18.26 Design of Noise Barrier Walls not Covered by Standards-N/A
18.27 Aesthetic Details-N/A
Special Structures-N/A
18.28 Fender System-N/A
18.29 Fender System Access-N/A
18.30 Special Structures-Spread Footer Lighting Foundations-N/A
18.31 Other Structures-Multi-Post Sign-N/A
18.32 Condition Evaluation of Signal and Sign Structures,and High Mast Light Poles-N/A
18.33 Condition Evaluation of Signal and Sign Structures,and High Mast Light Poles(No As built or Design Plans
Available)-N/A
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 (if available), and proposed geometric design alignment to identify proposed sign
placements and roadway markings.
19.2 No Passing Zone Study-N/A
19.3 Reference and Master Design File
The CONSULTANT shall prepare the Signing&Marking Design file to include all necessary design elements and
all associated reference files.
19.4 Multi-Post Sign Support Calculations
The CONSULTANT shall determine the appropriate column size from the COUNTY's Multi-Post Sign
Program(s).
19.5 Sign Panel Design Analysis
Establish sign layout,letter size,and series for non-standard signs.
19.6 Sign Lighting/Electrical Calculations-N/A
19.7 Quantities
19.8 Cost Estimate
19.9 Technical Special Provisions and Modified Special Provisions-N/A(will utilize County's Special Provisions)
19.10 Other Signing and Pavement Marking Analysis
19.11 Field Reviews
19.12 Technical Meetings
19.13 Quality Assurance/Quality Control
19.14 Independent Peer Review
19.15 Supervision
19.16 Coordination
20 SIGNING AND PAVEMENT MARKING PLANS
The CONSULTANT shall prepare a set of Signing and Pavement Marking Plans in accordance with all applicable manuals,
guidelines,standards,handbooks,procedures,and current design memorandums that include but not limited to the following.
20.1 Key Sheet
20.2 General Notes/Pay Item Notes
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20.3 Project Layout
20.4 Plan Sheet
20.5 Special Details
20.6 Service Point Details
20.7 Guide Sign Data
20.8 Cross Sections(Sign Installations)—N/A
20.9 Quality Assurance/Quality Control
The CONSULTANT shall be responsible for the professional quality,technical accuracy and coordination of traffic
design drawings,specifications,and other services furnished by the CONSULTANT under this contract.
The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify,
independently check, and review all design drawings, specifications and other services prepared as a part of the
contract.
The CONSULTANT shall describe how the checking and reviewing processes are to be implemented to verify that
the required procedures were followed.
20.10 Supervision
21 SIGNALIZATION ANALYSIS
The CONSULTANT shall analyze and document Signalization Analysis Tasks in accordance with all applicable manuals,
guidelines,standards,handbooks,procedures,and current design memorandums.
21.1 Traffic Data Collection—The CONSULTANT is to perform traffic data collection at locations specified in this
document.
21.2 Traffic Data Analysis—For New Intersection timing at 13th and VBR new signalized intersection.
21.3 Signal Warrant Study—N/A
21.4 System Timings—N/A
21.5 Reference and Master Signalization Design File—For new intersection at 13th and VBR and signal modification
at 13th and Golden Gate.
21.6 Reference and Master Interconnect Communication Design File—N/A
21.7 Overhead Street Name Sign Design-For new intersection at 13th and VBR and signal modification at 13th and
Golden Gate.
21.8 Pole Elevations Analysis—For New intersection of 13th and VBR and to perform a check for the signal
modifications at 13th and Golden Gate.
21.9 Traffic Signal Operation Report-For new intersection at 13th and VBR and signal modification at 13th and
Golden Gate.
21.10 Signalization Quantities for EQ Report—Two(2)intersections.
21.11 Cost Estimate—Two(2)intersections.
21.12 Technical Special Provisions and Modified Special Provisions—N/A
21.13 Other Signalization Analysis—N/A
21.14 Field Reviews-2 Field reviews.
21.15 Technical Meetings
21.16 Quality Assurance/Quality Control
21.17 Independent Peer Review—N/A
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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&Signature Sheet
22.2 General Notes/Pay Item Notes
22.3 Signalization Plans Sheets
22.4 Interconnect Plans—N/A
22.5 Traffic Monitoring Site—N/A
22.6 Guide Sign Data
22.7 Special Details
22.8 Special Service Point Details
22.9 Mast Arm/Monotube 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 Quality Assurance/Quality Control
The CONSULTANT shall be responsible for the professional quality,technical accuracy and coordination of traffic design
drawings,specifications and other services furnished by the CONSULTANT under this contract.
The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify,
independently check,and review all design drawings,specifications and other services prepared as a part of the contract.
The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the
required procedures were followed.The Quality Control Plan may be one utilized by the CONSULTANT as part of their
normal operation,or it may be one specifically designed for this project.
22.14 Supervision
23 LIGHTING ANALYSIS
The CONSULTANT shall provide a complete set of final roadway lighting documents in accordance with FDOT design
criteria.These plans shall include roadway fixtures and pedestrian lighting.This service excludes overhead sign lighting,
underdeck lighting,and box girder maintenance lighting.The work shall include coordination with the local utility to
provide electrical service.
23.1 Lighting Justification Report
23.2 Lighting Design Analysis Report(LDAR)
23.3 Voltage Drop Calculations
23.4 DEP Coordination&Report
23.5 Reference and Master Design Files
23.6 Temporary Highway Lighting
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23.7 Design Documentation
23.8 Lighting Quantities for EQ Report
23.9 Cost Estimate
23.10 Technical Special Provisions and Modified Special Provisions
23.11 Other Lighting Analysis—N/A
23.12 Field Reviews
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
FDOT Standard Plans and details shall be utilized.Sheet scale shall be at 1"=50'scale for the roadway lighting plans.
24.1 Key Sheet&Signature Sheet
24.2 General Notes/Pay Item Notes
24.3 Pole Data,Legend&Criteria
24.4 Project Layout
24.5 Plan Sheets
24.6 Special Details
24.7 Service Point Details
24.8 Temporary Highway Lighting Plan Sheets
24.9 Quality Assurance/Quality Control
24.10 Supervision
25 LANDSCAPE ANALYSIS—N/A
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
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approved type. The field books shall be certified by the Florida licensed surveyor responsible for work being performed
before the final product is submitted.
The survey notes shall include but not be limited to documentation of decisions reached from meetings, telephone
conversations or site visits. All like work(such as bench lines, reference points, etc.) shall be recorded contiguously. The
COUNTY may not accept field survey radial locations of section corners, platted subdivision lot and block corners,
alignment control points, alignment control reference points and certified section corner references. The COUNTY may
instead require that these points be surveyed by true line,traverse or parallel offset or Global Positioning Systems (GPS)
procedures.
27.1 Horizontal Project Control(HPC)
The CONSULTANT shall establish or recover HPC for the purpose of establishing horizontal control on the Florida
State Plane Coordinate System or datum approved by the COUNTY Project Manager; may include primary or
secondary control points.Includes analysis and processing of all field collected data and preparation of forms.
27.2 Vertical Project Control(VPC)
The CONSULTANT shall establish or recover VPC for the purpose of establishing vertical control on datum
approved by the COUNTY Project Manager; this may include primary or secondary vertical control points.
Includes analysis and processing of all field collected data and preparation of forms.
27.3 Alignment and/or Existing Right of Way(R/W)Lines
The CONSULTANT shall 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, offset, or secondary
alignments.Depict alignment and/or existing R/W lines(in the required format)per COUNTY R/W Maps,platted,
or dedicated right of way.
27.4 Aerial Targets—N/A
The CONSULTANT shall place, locate, and maintain required aerial targets and/or photo identifiable points.
Includes analysis and processing of all field collected data,existing maps,and/or reports.Placement of the targets
will be at the discretion of the aerial firm.
27.5 Reference Points
The CONSULTANT shall reference Horizontal Project Control (HPC)points,project alignment,vertical control
points,section, 1/4 section,the center of section corners,and General Land Office(G.L.O.)corners as required.
27.6 Topography/Digital Terrain Model(DTM)(3D)
The CONSULTANT shall locate all above-ground features and improvements for the project's limits by collecting
the required data to create a DTM with sufficient density.The CONSULTANT shall shoot all break lines,high and
low points.The effort includes field edits,analysis,and processing of all field-collected data,existing maps,and/or
reports.
27.7 Planimetric(2D)
The CONSULTANT shall locate all above-ground features and improvements. Deliver in appropriate electronic
format. The effort includes field edits, analysis, and processing of all field-collected data, existing maps, and/or
reports.
27.8 Roadway Cross Sections/Profiles
The CONSULTANT shall perform cross-sections or profiles. May include analysis and processing of all field-
collected data for comparison with DTM.
27.9 Side Street Surveys
Refer to tasks of this document as applicable.
27.10 Underground Utilities
The designation includes the 2-dimensional collection of existing utilities (Quality Level "B") and selected 3-
dimensional verification (Quality Level "A") as needed. Location (Quality Level"A") includes non-destructive
excavation to determine the size, type, and location of existing utility, as necessary for final 3-dimensional
verification.The number of Quality Level"A"test holes has not yet been determined. The survey includes but not
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limited to collecting data on points as needed for designates(Quality Level`B")and locates(Quality Level"A").
Includes analysis and processing of all field collected data and delivery of all appropriate electronic files.
The approach to practicing SUE shall be consistent with the American Society of Civil Engineers(ASCE)Standard
(Cl/ASCE 38-02) entitled "Standard Guideline for the Collection and Depiction of Existing Subsurface Utility
Data"The CONSULTANT shall:
• Identify utility owners that have facilities on, or may be affected by,the project limits. Contact these utility
owners(face-to-face meetings recommended)and provide them with information about the proposed project,
and schedule periodic follow-up meetings.(ASCE Quality Level D).
• Review all information obtained and plot on utility composite drawing(CADD file to be furnished). (ASCE
Quality Level D).
• Make field observations to identify visible above-ground utility features. Provide all information in field
sketches so the surveyor can prepare a complete survey and plot a rectilinear grid.(ASCE Quality Level C)
• Use appropriate surface geophysical methods (i.e., pipe and cable locators, terrain conductivity methods,
resistively measurements, metal detectors, Ground Penetrating Radar, etc.) to designate existing subsurface
utilities or to trace a particular utility system. This provides two-dimensional horizontal information. Place
paint marks on the ground.Place identification flags or stakes on the paint marks or coding on the pavement
and survey to project controls.Depict resulting information via computer-aided design and drafting(CADD).
Provide notes and sketches to the designer of record and/or on-site engineer. Non-metallic utilities will be
discussed with the designer of record and/or on-site engineer.(ASCE Quality Level B).
• Meet with the designer of record and/or on-site engineer to determine utility conflicts and ASCE Quality Level
A test hole locations.
• Expose selected subsurface utilities to obtain three-dimensional information. Use minimally intrusive
excavation methods, such as vacuum excavation and Air-Lance. Depict the resulting information. Resolve
differences between all information gathered.Provide test hole data sheets(THDS)to the designer of record
and/or on-site engineer.All test holes are to be backfilled as described below.(ASCE Quality Level A).
On completion,test holes shall be restored to the following:
a. Backfilled with in-kind material
b. Placed backfill using proper techniques
c. Restored pavement with in-kind material
d. Restored areas outside of pavement to pre-excavation conditions
• Collect and store utility location and condition information in a database for asset management. Provide a
detailed report of utility locations, depths, size, type, etc. All information shall be provided in the format
preapproved by the COUNTY.
OPTIONAL SERVICE: At the direction of the COUNTY, additional pothole locations can be added to the SUE
services.
27.11 Outfall Survey
The CONSULTANT shall locate all above-ground features and improvements for the limits of the project by
collecting the required data for a DTM.Survey with sufficient density of shots.Shoot all break lines,high and low
points.Includes field edits,analysis,and processing of all field collected data,existing maps,and/or reports.
27.12 Drainage Survey
The CONSULTANT shall locate underground data (XYZ, pipe size, type, condition, and flow line) related to
above-ground data.Includes field edits, analysis, and processing of all field collected data,existing maps, and/or
reports.
27.13 Bridge Survey(Minor/Major)
The CONSULTANT shall locate required above-ground features and improvements for the limits of the bridge.
Includes field edits,analysis,and processing of all field collected data,existing maps,and/or reports.
27.14 Channel Survey—Included in 27.6
The CONSULTANT shall locate all topographic features and improvements for the project's limits by collecting
the required data.Includes field edits,analysis,and processing of all field collected data,maps,and/or reports.
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27.15 Pond Site Survey—N/A
Refer to tasks of this document as applicable.
27.16 Mitigation Survey—N/A
Refer to tasks of this document as applicable.
27.17 Jurisdiction Line Survey
The CONSULTANT shall perform field location (2-dimensional) of jurisdiction limits as defined by respective
authorities,also includes field edits,analysis,and processing of all field collected data,preparation of reports.
27.18 Geotechnical Support
The CONSULTANT shall perform 3-dimensional (X,Y,Z) field location,or stakeout, of boring sites established
by geotechnical engineer.Includes field edits,analysis and processing of all field collected data and/or reports.
27.19 Sectional/Grant Survey
The CONSULTANT shall perform field location/placement of section corners, 'Y4 section corners, and fractional
corners where applicable.Includes analysis and processing of all field-collected data and/or reports.
27.20 Subdivision Location
The CONSULTANT shall survey all existing recorded subdivision/condominium boundaries,tracts,units,phases,
blocks,street R/W lines,common areas.Includes analysis and processing of all field collected data and/or reports.
If the unrecorded subdivision is on file in the public records of the subject COUNTY,tie existing monumentation
of the beginning and end of the unrecorded subdivision.
27.21 Maintained R/W
The CONSULTANT shall perform field location (2-dimensional) of maintained R/W limits as defined by
respective authorities, if needed.Also includes field edits, analysis,and processing of all field collected data,and
preparation of reports.
27.22 Boundary Survey
The CONSULTANT shall perform boundary survey as defined by FDOT and COUNTY standards. Includes
analysis and processing of all field-collected data and preparation of reports.
27.23 Water Boundary Survey—N/A
The CONSULTANT shall perform Mean High Water, Ordinary High Water, and Safe Upland Line surveys as
required by COUNTY standards.
27.24 Right of Way Staking,Parcel/Right of Way Line—N/A
The CONSULTANT shall perform field staking and calculations of existing/proposed R/W lines for on-site review
purposes.
27.25 Right of Way Monumentation—N/A
The CONSULTANT shall set R/W monumentation as depicted on final R/W maps for corridor and water retention
areas.
27.26 Line Cutting
Perform all efforts required to clear vegetation from the line of sight.
27.27 Work Zone Safety
Provide work zone as required by FDOT standards.
27.28 Vegetation Survey—N/A
Locate vegetation within the project limits.
27.29 Tree Survey
Locate individual trees or palms within the project limits.
27.30 Miscellaneous Surveys—N/A
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27.31 Supplemental Surveys—N/A
27.32 Document Research
Perform documentation research to support field and office efforts involving surveying and mapping.
27.33 Field Review
Perform verification of the field conditions as related to the collected survey data.
27.34 Technical Meetings
Attend meetings as required and negotiated by the Surveying and Mapping COUNTY.
27.35 Quality Assurance/Quality Control(QA/QC)
Establish and implement a QA/QC plan. Also includes sub-consultant 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
All survey data will be submitted electronically in CAD format. Right-of-way mapping is not anticipated for this project.
The CONSULTANT shall be responsible for the preparation of control survey maps,right of way maps,maintenance maps,
sketches, other miscellaneous survey maps, and legal descriptions as required for this project in accordance with all
applicable COUNTY Manuals, Procedures, Handbooks, District specific requirements, and Florida Statutes. All maps,
surveys,and legal descriptions shall be prepared under the direction of a Florida Professional Surveyor and Mapper(PSM)
to COUNTY size and format requirements utilizing COUNTY-approved software and will be designed to provide a high
degree of uniformity and maximum readability. The CONSULTANT shall submit maps, legal descriptions and sketches,
quality assurance check prints,checklists,electronic media files,and any other documents as required for this project to the
COUNTY for review at completion as negotiated.
Master CADD File
29.1 Alignment
29.2 Section and Section Lines(If required to determine rights-of-way)
29.3 Subdivisions
29.4 Property Lines(If required to determine rights-of-way)
29.5 Existing Right of Way
29.6 Topography
29.7 Parent Tract Properties and Existing Easements(if required for acquisition)
29.8 Proposed Right of Way Requirements—N/A
The CONSULTANT shall provide the proposed requirements. The PSM is responsible for calculating the final
geometry.Notification of Final Right of Way Requirements and the purpose and duration of all easements shall be
specified in writing.
29.9 Limits of Construction—N/A
The limits of the construction DGN file as provided by the EOR shall be imported or referenced to the master
CADD file. Additional labeling shall be added as required. The PSM is required to advise the EOR of any noted
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discrepancies between the limits of construction line and the existing/proposed right of way lines,and for adjusting
as needed when a resolution is determined.
29.10 Jurisdictional/Agency Lines—As flagged by others
These lines may include,but are not limited to,jurisdictional,wetland,water boundaries,and COUNTY limit lines.
Sheet Files
29.11 Control Survey Cover Sheet—N/A
29.12 Control Survey Key Sheet—N/A
29.13 Control Survey Detail Sheet—N/A
29.14 Right of Way Map Cover Sheet—N/A
29.15 Right of Way Map Key Sheet—N/A
29.16 Right of Way Map Detail Sheet—N/A
29.17 Maintenance Map Cover Sheet—N/A
29.18 Maintenance Map Key Sheet—N/A
29.19 Maintenance Map Detail Sheet—N/A
29.20 Reference Point Sheet—N/A
This sheet(s)shall include the Control Survey Map,Right of Way Map,and Maintenance Map.
29.21 Project Control Sheet
This sheet depicts the baseline,the benchmarks,the primary and secondary control points and their reference points
including the type of material used for each point, their XYZ coordinates, scale factors and convergence angles.
This sheet(s)may be included with the Control Survey Map,Right of Way Map and Maintenance Map.
29.22 Table of Ownerships Sheet—N/A
Miscellaneous Surveys and Sketches
29.23 Parcel Sketches—N/A
29.24 TIITF Sketches—N/A
29.25 Other Specific Purpose Survey(s)—N/A
29.26 Boundary Survey(s)Map—If required for right-of-way acquisition
29.27 Right of Way Monumentation Map—N/A
29.28 Title Search Map—N/A
29.29 Title Search Report—N/A
29.30 Legal Descriptions—If required for right-of-way acquisition
29.31 Quality Assurance/Quality Control
29.32 Supervision
29.33 Mapping Meetings
29.34 Field Reviews
29.35 Coordination
29.36 Supplemental Mapping—N/A
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30 TERRESTRIAL MOBILE LiDAR—N/A
31 ARCHITECTURE DEVELOPMENT—N/A
32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN PHASE—N/A
33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS—N/A
34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS—N/A
35 GEOTECHNICAL
The CONSULTANT shall perform a complete geotechnical investigation of the project. All work performed by the
CONSULTANT shall be in accordance with FDOT standards or as otherwise directed by the COUNTY.
Before beginning each phase of the investigation and after the Notice to Proceed is given,the CONSULTANT shall submit
an investigation plan for approval and meet with the COUNTY Project Manager to review the project scope and FDOT and
COUNTY requirements.The investigation plan shall include,but not be limited to,the proposed boring locations and depths
and all existing geotechnical information from available sources to generally describe the surface and subsurface conditions
of the project site.Additional meetings may be required to plan any additional field efforts,review plans,resolve plans/report
comments,resolve responses to comments,and/or any other meetings necessary to facilitate the project.
The CONSULTANT shall notify the COUNTY to attend all related meetings and field activities.
A subsoil investigation plan shall be submitted to the COUNTY for approval prior to site investigation.Muck and cap rock
conditions are typical to Southwest Florida.Not encountering muck and cap rock is outside the norm in Collier COUNTY.
The presence of both must be identified and quantified in the soils report for the project. To do this may require additional
hand holes in muck and deeper drill holes to penetrate the cap rock and identify the soil layers below than was originally
shown in the investigation plan.
The Soils Report shall contain a signed statement by the Geotechnical Engineer that they have walked the project site and
verified to the best of their ability that information provided in the report is representative of what the surface conditions
and vegetation suggest would exist below.
Where cap rock is expected to be encountered in the installation of stormwater pipe and other structures,the pay items"Rock
Trench Excavation"and"muck removal"(if encountered)shall be provided.
All Geotechnical work shall meet the minimum requirements of the FDOT Soils and Foundations Handbook.
35.1 Document Collection and Review
CONSULTANT shall review printed literature, including topographic maps, COUNTY agricultural maps, aerial
photography (including historic photos), groundwater resources, geology bulletins, potentiometric maps, pile
driving records, historic construction records, and other geotechnical-related resources. Prior to field
reconnaissance, the 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 the coordination of all geotechnical-related fieldwork activities.The
CONSULTANT shall retain all samples until acceptance of 100%plans.Rock cores shall be retained as directed
in writing by the COUNTY Project Manager.
The CONSULTANT shall perform specialized field-testing in accordance with the FDOT Soils and Foundation
Handbook and as required by project needs which may include but not be limited to:
• Roadway auger borings every 100 feet to a depth of 5 feet.
• LBR sampling and testing at 3 per mile.
• Pavement core sampling and testing at 1 sample per 1,000 feet.
• Corrosion series testing at sample per abundant stratum per 500 feet
• Buried storm sewer system Standard Penetration Test(SPT)borings to a depth of 20 feet every 500 feet
• SPT borings on all corners of the intersection for all new mast arms to a depth of 25 feet.
• Two(2)borehole permeability tests at each dry swale location
• Piezometer installations at 1 per pond for SHGWL determinations
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• Standard Penetration Test(SPT)borings at one end bent and one intermediate bent location.
• Standard Penetration Test(SPT)borings at a spacing of one boring every 150 feet of retaining wall
• Two(2)Standard Penetration Test(SPT)borings at each of the three(3)MAR locations.
• Standard Penetration Test(SPT)borings at each culvert location—N/A
• Standard Penetration Test(SPT)borings at proposed pond and dry swale locations.
• Corrosion series testing to support bridge design.
• Muck Probing as needed along the roadway limits and within pond areas.
• Corrosion series tests at each intersection location
• SPT for lighting at intersection of 13th Street NW&VBR Extension
• Corrosion series testing as required for Optional Material Analysis
• Permeability tests at pond and/or linear swale locations(30 tests)
If required by the COUNTY Project Manager, a preliminary roadway exploration shall be performed before the
30%plans submittal.The preliminary roadway exploration shall be performed,and results shall be provided to the
Engineer of Record to assist in setting roadway grades and locating potential problem areas. The preliminary
roadway exploration shall be performed in writing by the COUNTY Project Manager.
CONSULTANT shall perform specialized field-testing as required by project needs and as directed in writing by
the COUNTY Project Manager.
All laboratory testing and classification shall be performed in accordance with applicable FDOT standards,ASTM
Standards or AASHTO Standards,unless otherwise specified in the Contract Documents.
35.2 Develop Detailed Boring Location Plan
The CONSULTANT shall develop a detailed boring location plan and 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
The CONSULTANT shall stake borings and obtain utility clearance.
35.4 Muck Probing
The CONSULTANT shall 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 a Temporary Traffic Control Plan(TTCP).All work zone traffic control shall be performed
in accordance with the FDOT's Standard Plans Index 102 series.
35.6 Drilling Access Permits
Obtain all State, COUNTY, and Water Management District permits for performing geotechnical borings, as
needed.
35.7 Property Clearances
Notify property tenants in person of drilling and field activities, if applicable. Written notification to property
owners/tenants is the responsibility of the CONSULTANT. The CONSULTANT shall be responsible for
assembling a list of all property owners where access is required for conducting geotechnical investigations. A
standardized letter shall be prepared by the CONSULTANT for review and approval by the COUNTY prior to
notifying affected property owners.
35.8 Groundwater Monitoring
Monitor groundwater using piezometers.
35.9 LBR/Resilient Modulus Sampling
Collect appropriate samples for Limerock Bearing Ratio(LBR)testing.
35.10 Coordination of Field Work
Coordinate all field work required to provide geotechnical data for the project.
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35.11 Soil and Rock Classification—Roadway
Refine soil profiles recorded in the field,based on results of laboratory testing.
35.12 Design LBR
Determine design LBR values from the 90%and mean methods when the COUNTY requires LBR testing.
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 groundwater levels and estimate seasonal high groundwater levels.Estimate seasonal low
groundwater levels,if requested.
35.15 Parameters for Water Retention Areas
Calculate parameters for water retention areas,exfiltration trenches,and/or swales.
35.16 Delineate Limits of Unsuitable Material
Delineate limits of unsuitable material(s)in both horizontal and vertical directions.Assist the Engineer of Record
with detailing these limits on the cross-sections. If requested, prepare a plan view of the limits of unsuitable
material.
35.17 Electronic Files for Cross-Sections
Create electronic files of boring data for cross-sections and to support 3D modeling.
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
The CONSULTANT shall coordinate with EOR and the structural engineer (when applicable) to identify and
develop mitigation strategies for sensitive structures and facilities which require special considerations for
settlement,vibration and/or groundwater monitoring by the contractor during construction. When there is risk of
damage to the structure or facility,provide recommendations in the geotechnical report addressing project-specific
needs and coordinate those locations with the EOR. See PPM Volume I Chapter 34 and Chapter 9 of the Soils and
Foundations Handbook.
35.20 Stormwater Volume Recovery and/or Background Seepage Analysis
Perform stormwater volume recovery analysis in consultation with the EOR.
35.21 Geotechnical Recommendations
Provide geotechnical recommendations regarding the proposed roadway construction project, including the
following:description of the site/alignment,design recommendations,and discussion of any special considerations
(i.e.,removal of unsuitable material,consolidation of weak soils,estimated settlement time/amount,groundwater
control, high groundwater conditions relative to pavement base, etc.) Evaluate and recommend types of
geosynthetics and properties for various applications,as required.
35.22 Pavement Condition Survey and Pavement Evaluation Report
Preliminary Roadway Reports for each project and MAR will be prepared and submitted.If a pavement evaluation
is performed,submit the report in accordance with Section 3.2 of the Materials Manual:Flexible Pavement Coring
and Evaluation.Enter all core information into the Pavement Coring and Reporting(PCR)system.
35.23 Preliminary Roadway Report
If a preliminary roadway investigation is performed, The CONSULTANT shall submit a preliminary roadway
report before the Phase I plans submittal. The purpose of the preliminary roadway reports and 90%geotechnical
reports for each MAR shall be to assist in setting road grades, evaluating MAR pavement sections, and locating
potential problems.
55
• 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 shall 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 Reports and Final MAR Geotechnical Reports shall include the following:
• Copies of U.S.G.S.and S.C.S.maps with project limits are 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 shall respond in writing to any changes and/or comments from the COUNTY and submit
any responses and revised reports.
35.25 Auger Boring Drafting
The auger borings shall be every 100 feet to a depth of 5 feet.
35.26 SPT Boring Drafting
Draft SPT borings as directed by the COUNTY.
The CONSULTANT shall be responsible for coordination of all geotechnical-related fieldwork activities. The
CONSULTANT shall retain all samples until acceptance of 100%plans.Rock cores shall be retained as directed
in writing by the COUNTY Project Manager.
CONSULTANT shall perform specialized field-testing as required by needs of project and as directed in writing
by the COUNTY Project Manager.
All laboratory testing and classification shall be performed in accordance with applicable FDOT standards,ASTM
Standards or AASHTO Standards,unless otherwise specified in the Contract Documents.
35.27 Develop Detailed Boring Location Plan
Develop a detailed boring location plan.Meet with THE 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 shall be performed in accordance with the
FDOT's Standard Plans Index 102 series.
35.30 Drilling Access Permits
Obtain all State, COUNTY, and Water Management District permits for performing geotechnical borings, as
needed.
35.31 Property Clearances
Notify property tenants in person of drilling and field activities, if applicable. Written notification to property
owners/tenants is the responsibility of the CONSULTANT.
35.32 Collection of Corrosion Samples
56
Collect corrosion samples for determination of environmental classifications.
35.33 Coordination of Field Work
Coordinate all fieldwork 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.
3.5.36 Estimate Design Groundwater Level for Structures
Review encountered groundwater levels, estimate seasonal high groundwater levels, and evaluate groundwater
levels for structure design.
35.37 Selection of Foundation Alternatives(Bridge Type Study)
Evaluation and selection of foundation alternative shall be coordinated with the FOR for structures during
development of the Bridge Type Study,including the following:
• GRS-IBS—N/A
• Spread footings—N/A
• Prestressed concrete piling—24"only
• Steel Pipe Pile—N/A
• Foundation analyses shall be performed using approved FDOT and COUNTY methods.Assist in selection of
the most economical,feasible foundation alternative.
35.38 Detailed Analysis of Selected Foundation Alternate(s)—N/A
35.39 Bridge Construction and Testing Recommendations
Provide construction and testing recommendations including potential constructability problems.
35.40 Lateral Load Analysis—N/A
Perform lateral load analyses as directed by the COUNTY.
35.41 Walls—Optional Services
Provide the design soil profile(s),which include the soil model/type of each layer and all soil engineering properties
required by the Engineer of Record for conventional wall analyses and recommendations.Review wall design for
geotechnical compatibility and constructability.
Evaluate the external stability of conventional retaining walls and retained earth wall systems.For retained earth
wall systems,calculate and provide minimum soil reinforcement lengths versus wall heights, and soil parameters
assumed in analysis.Estimate differential and total(long term and short term)settlements.
Provide wall construction recommendations.
35.42 Sheet Pile Wall Analysis—Optional Service
Analyze sheet pile walls to support the MAR design as directed by the COUNTY.
35.43 Design Soil Parameters for Signs,Signals,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—N/A
35.45 Preliminary Report—Bridge and Associated Walls
The preliminary structures report (known as a Bridge Type Study) shall contain the following discussions as
appropriate for the assigned project:
• Copies of U.S.G.S.and S.C.S.maps with project limits are shown.
57
• Summary of structure background data, S.C.S.,U.S.G.S.,geologic and potentiometric data.
• The results of all tasks discussed in all previous sections regarding data interpretation and analysis).
• Recommendations for foundation installation or other site preparation soils-related construction considerations
with plan sheets as necessary.
• Any special provisions required for construction that are not addressed in the FDOT's Standard specification.
• An Appendix that includes SPT and CPT boring/sounding profiles, data from any specialized field tests,
engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus
elevation for piles and drilled shafts,a complete FHWA check list,pile driving records(if available),and any
other pertinent information.
35.46 Final Report-Bridge and Associated Walls
The final structures report,The CONSULTANT shall include the following but not limited to:
• Copies of U.S.G.S.and S.C.S.maps with project limits shown.
• Summary of structure background data,S.C.S.,U.S.G.S.,geologic and potentiometric data.
• The results of all tasks discussed in all previous sections regarding data interpretation and analysis.
• Recommendations for foundation installation, or other site preparation soils-related construction
considerations with plan sheets as necessary.
• Any special provisions required for construction that are not addressed in the COUNTY's Standard
specification.
• An Appendix which includes SPT and CPT boring/sounding profiles, data from any specialized field tests,
engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus
elevation for piles and drilled shafts,a complete FHWA check list,pile driving records(if available),and any
other pertinent information.
35.47 Final Reports—Signs and Signals
The final reports shall include but not limited to the following:
• Copies of U.S.G.S.and S.C.S.maps with project limits are shown.
• Summary of structure background data,S.C.S.,U.S.G.S.,geologic and potentiometric data.
• The results of all tasks discussed in all previous sections regarding data interpretation and analysis).
• Recommendations for foundation installation or other site preparation soils-related construction considerations
with plan sheets as necessary.
• Any special provisions required for construction that are not addressed in the FDOT's Standard specification.
• An Appendix that 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 shall incorporate comments from the COUNTY and contain any additional field or laboratory test
results,recommended foundation alternatives along with design parameters and special provisions for the contract
plans. These reports shall be submitted to the COUNTY Project Manager for review prior to project completion.
After review by the COUNTY,the reports shall be submitted to the COUNTY Project Manager in final form and
shall include the following:
• All original plan sheets(11"x 17")
• One set of all plan and specification documents,in electronic format,according to COUNTY requirements.
• All reference and support documentation used in preparation of contract plans package, in electronic format,
according to COUNTY requirements.
The final reports,special provisions,as well as record prints,shall be signed and sealed by a Professional Engineer
licensed in the State of Florida.
Draft the detailed boring/sounding standard sheet, including environmental classification, results of laboratory
testing,and specialized construction requirements,for inclusion in final plans.
35.48 SPT Boring Drafting
Prepare a complete set of drawings to include all SPT borings,auger borings and other pertinent soils information
in the plans.Include these drawings in the Final Geotechnical Report.Draft borings,location map,S.C.S.map and
U.S.D.A. map as directed by the COUNTY. Soil symbols must be consistent with those presented in the latest
Florida Department of Transportation Soils and Foundations Handbook.
58
35.49 Other Geotechnical—Optional Services
Other geotechnical effort specifically required for the project as determined by the COUNTY and included in the
geotechnical upset limit.
Includes all field and laboratory testing services associated with conducting one(1)SPT water boring to a depth
of 175 feet below existing ground surface for bridge design.Results and recommendations to be included within
the Final Report identified in section 35.46.
35.50 Technical Special Provisions and Modified Special Provisions
35.51 Field Reviews
Identify and note surface soil and rock conditions,surface water conditions and locations, and preliminary utility
conflicts.Observe and note nearby structures and foundation types.
35.52 Technical Meetings
35.53 Quality Assurance/Quality Control
35.54 Supervision
35.55 Coordination
36 PROJECT REQUIREMENTS
36.1 Liaison Office
The COUNTY and the CONSULTANT shall designate a Liaison Office and a Project Manager who shall represent
their respective organizations for the Project.While it is expected the CONSULTANT shall seek and receive advice
from various state, regional, and local agencies,the final direction on all matters of this project remains with the
COUNTY Project Manager.
36.2 Key Personnel
The CONSULTANT'S work shall be performed and directed by the key personnel identified in the proposal
presentations by the CONSULTANT. Any changes in the indicated personnel shall be subject to review and
approval by COUNTY.
36.3 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 shall make a judgment on whether work of
sufficient quality and quantity has been accomplished by comparing the reported percent complete against actual
work accomplished.
36.4 Correspondence
Copies of all written correspondence between the CONSULTANT and any party pertaining specifically to this
contract shall be provided to the COUNTY for their records within one(1)week of the receipt or mailing of said
correspondence.
36.5 Professional Endorsement
The CONSULTANT shall have a Licensed Professional Engineer in the State of Florida sign and seal all reports,
documents, Technical Special Provisions and Modified Special Provisions, and plans as required by FDOT and
COUNTY standards.
36.6 Computer Automation
The project shall be developed utilizing Computer Aided Drafting and Design(CADD)systems.It is the
responsibility of the CONSULTANT to meet the requirements in the FDOT CADD Manual.The
CONSULTANT shall submit final documents and files as described therein.
The CONSULTANT shall submit all required plan submittals(60%,90%& 100%)in CADD and PDF formats.
36.7 Coordination with Other Consultants
The CONSULTANT shall coordinate his work with all adjacent and integral consultants to effect complete and
homogenous plans and specifications for the project(s)described herein.
36.8 Optional Services
At the COUNTY's option,the CONSULTANT may be requested to provide optional services.The fee for these
services shall be negotiated in accordance with the terms in the resultant contract, for a fair, competitive, and
reasonable cost,considering the scope and complexity of the project(s).Additional services may be authorized by
59
Change Order or supplemental amendment in accordance with the COUNTY's Procurement Policy.The additional
services may include other Services as required.
1. Retaining Walls:The CONSULTANT shall provide all design services and deliver construction contract
documents for temporary and/or permanent retaining walls required for the project.Includes walls at Wilson
Blvd.and 13th Street(100'cast-in-place cantilever wall on each quadrant).Retaining walls to be included as
dictated by design as specified in Section 17.
2. Contamination:The CONSULTANT shall provide Level II assessment services as specified in Section 8.16.
3. As-Needed Geotechnical Services:For additional geotechnical support related to water borings for
intermediate bents,signalization,retaining walls,and bridge span configurations identified after 30%,the
SUBCONSULTANT shall provide services in accordance with Section 35.41,35.42,and 35.49.Base scope
includes boring at each support(2 end bents,2 piers),so OPTIONAL SERVICE is for an additional boring at
the centerline of canal(4 bridge sites equals four(4)borings).Also includes retaining wall borings for
Wilson Blvd.and 13th Street(100'cast-in-place cantilever wall on each quadrant).
4. Additional SUE:The SUBCONSULTANT shall,at the direction of the COUNTY,perform up to eight(8)
additional pothole locations as specified in Section 27.10.
5. Florida Bonneted Bat/Tricolored Bat:In reference to Section 8.2.3,the SUBCONSULTANT shall provide
conduct an acoustic survey if deemed necessary through completion of the habitat assessment/potential roost
survey and coordination with FWS.
6. Potential Bat Presence in 13th Street Bridge: In reference to Section 8.2.3,the SUBCONSULTANT shall
provide a bat exclusion should a colony be present in the 13th Street Bridge.
7. Survey:In reference to Section 2.10,two(2)additional pond sites if required at 13th Street&VBR
Extension and 40th Street&62nd Ave.
60
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 Task 130% $ 1,515,346.40 $
2 Task II 60% $ 1,515,346.40 $
3 Task III 90% $ 1,515,346.40 $
4 Task IV 100% $ 505,115.47 $
5 Task V Optional Services $ $ 255,388.73
6 Task VI Post Design Services $ $ 83,021.61
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
Page 18 of 30
PSA_CCNA Single Project Agreement 12022_ver.1]
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
Total Lump Sum Fee $ 5,051,154.67
Total Time and Materials Fee $338,410.34
GRAND TOTAL FEE $ $5,389,565.01
B.2.2. n* Time and Material Fees: The fees noted in Section B.2.1. shall constitute the amounts to be
paid to CONSULTANT for the performance of the Basic Services. Direct Labor Costs mean the actual
salaries and wages (basic, premium and incentive) paid to CONSULTANT's personnel, with respect to this
Project, including all indirect payroll related costs and fringe benefits, all in accordance with and not in
excess of the rates set forth in the Attachment 1 to this Schedule B. With each monthly Application for
Payment, CONSULTANT shall submit detailed time records, and any other documentation reasonably
required by the COUNTY, regarding CONSULTANT's Direct Labor Costs incurred at the time of billing, to
be reviewed and approved by the COUNTY. There shall be no overtime pay without the COUNTY's prior
written approval.
B.2.2.1. Notwithstanding anything herein to the contrary, in no event may CONSULTANT's monthly
billings, on a cumulative basis, exceed the sum determined by multiplying the applicable not to exceed
task(s) limits by the percentage the COUNTY has determined CONSULTANT has completed such task as
of that particular monthly billing.
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PSA_CCNA Single Project Agreement[2022_ver.l]
B.2.3. 0* 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"'aches" as untimely submitted. Time shall be deemed of the essence with respect to
the timely submission of invoices under this Agreement.
B.3.2. Invoices not properly prepared (mathematical errors, billing not reflecting actual work done, no
signature, etc.) shall be returned to CONSULTANT for correction. Invoices shall be submitted on
CONSULTANT's letterhead and must include the Purchase Order Number and Project name and shall not
be submitted more than one time monthly.
B.3.3. Payments for Additional Services of CONSULTANT as defined in Article 2 hereinabove and for
reimbursable expenses will be made monthly upon presentation of a detailed invoice with supporting
documentation.
B.3.4. Unless specific rates have been established in Attachment 1, attached to this Schedule B,
CONSULTANT agrees that, with respect to any subconsultant or subcontractor to be utilized by
CONSULTANT for this Agreement or Additional Services, CONSULTANT shall be limited to a maximum
markup of five percent (5%) on the fees and expenses associated with such subconsultants and
subcontractors.
B.3.4.1 Reimbursable Expenses must comply with §112.061, Fla. Stat., or as set forth in the
Agreement, be charged without mark-up by the CONSULTANT, and shall consist only of the following
items:
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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
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PSA_CCNA Single Project Agreement[2022_ver.1]
SCHEDULE B —ATTACHMENT 1
CONSULTANT'S HOURLY RATE SCHEDULE
Title Hourly Rate
Principal Engineer $300
Sr Protect Manager $290
Project Manager (Deputy) $250
Senior Engineer $265
Mid Level Engineer $200
Engineer $160
Sr Designer $160
Designer $120
Engineer Intern $130
Sr Technician $145
Technician $115
GIS Specialist $135
Sr Scientiest/ Sr Geologist $215
Env Specialist/ PI Specialist $150
Sr. Env Specialist/ Sr. PI Specialist $190
Secretary/Clerical $105
CEI Sr. Project Engineer $270
CEI Project Administrator/ Project Engineer $190
CEI Assistant Project Administrator/ Project Engineer $180
CEI Contract Support Specialist $140
CEI Associate Contract Support Specialist $130
CEI Sr Inspector/ Sr Engineer Intern $110
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.
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SCHEDULE C
PROJECT MILESTONE SCHEDULE
Number of Calendar Days
Task/Item For Completion of Task
Description from Date of Notice to
Proceed
1 Task I 30% 250
2 Task II 60% 400
3 Task III 90% 600
4 Task IV 100% 730
5 Task V Optional Services 730
6 Task VI Post Design Services 1278
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PSACCNA Single Project Agreement[2024_ver.2]
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
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PSA_CCNA Single Project Agreement[2024_ver.2]
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 ( ) are required by this Agreement.
10. 1E1 WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY. Workers' Compensation
and Employers' Liability Insurance shall be maintained by the CONSULTANT during the term of this
Agreement for all employees engaged in the work under this Agreement in accordance with the laws
of the State of Florida. The amounts of such insurance shall not be less than:
a. Worker's Compensation - Florida Statutory Requirements
b. Employers' Liability -The coverage must include Employers' Liability with a minimum limit of
$500,000 for each accident.
The insurance company shall waive all claims rights against the COUNTY and the policy shall be so
endorsed.
a-1- ,
$ Per Claim/Occurrence.
the work. Coverage shall have minimum limits of$ Per Claim/Occurrence.
13. COMMERCIAL GENERAL LIABILITY.
A. Commercial General Liability Insurance, written on an "occurrence" basis, shall be
maintained by the CONSULTANT. Coverage will include, but not be limited to, Bodily Injury, Property
Damage, Personal Injury, Contractual Liability for this Agreement, Independent Contractors, Broad
Form Property Damage including Completed Operations and Products and Completed Operations
Coverage. Products and Completed Operations coverage shall be maintained for a period of not less
than five (5) years following the completion and acceptance by the COUNTY of the work under this
Agreement. Limits of Liability shall not be less than the following:
Coverage shall have minimum limits of $ 1,000,000 Per Occurrence, $2,000,000
aggregate.
B. The General Aggregate Limit shall apply separately to this Project and the policy shall be
endorsed using the following endorsement wording. "This endorsement modifies insurance provided
under the following: Commercial General Liability Coverage Part. The General Aggregate Limit under
LIMITS OF INSURANCE applies separately to each of your projects away from premises owned by
or rented to you." Applicable deductibles or self-insured retentions shall be the sole responsibility of
CONSULTANT. Deductibles or self-insured retentions carried by the CONSULTANT shall be subject
to the approval of the Risk Management Director or his/her designee.
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PSA_CCNA Single Project Agreement[2024_ver.2]
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.
❑ Watercraft Liability. Coverage shall be carried by the CONSULTANT or the
1 I Aircraft Liability. Coverage shall be carried by the CONSULTANT or the
SUBCONSULTANT in limits of not Ies than $5,000,000 each occurrence if applicable to the
completion of the Services under this Agreement.
17. 1E1 BUSINESS AUTOMOBILE LIABILITY INSURANCE. Coverage shall have minimum limits
of$500,000 Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property
Damage Liability. This shall include: Owned Vehicles, Hired and Non-Owned Vehicles and
Employee Non-The ownership.
4 n T€OHN 1LOGY €Ri ORS ANDOMISSIO CIS I-NSURAN' overage-snaIllie
minimum limits of$ Per Occurrence.
4 ❑ CYBER INSURANCE. Coverage shall have minimum limits of$ Pcr
Occurrence.
�— IIMBREI I A I IABII ITV
Al I Imbrella I iability w\ / bo m chained a art of the liability i of the CONSI II TANT
/\. V111\,JI\..SIG LI UTJIIIi
and, if so, such policy shall be excese of the Employers' Liability, Commercial Ceneral 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. n PROFESSIONAL LIABILITY INSURANCE.
A. Professional Liability: Shall be maintained by the CONSULTANT to ensure its legal
liability for claims arising out of the performance of professional services under this Agreement.
CONSULTANT waives its right of recovery against COUNTY as to any claims under this insurance.
Such insurance shall have limits of not less than $ 1,000,000 each claim and aggregate.
B. Any deductible applicable to any claim shall be the sole responsibility of the
CONSULTANT. Deductible amounts are subject to the approval of the COUNTY.
C. The CONSULTANT shall continue this coverage for this Project for a period of not less
than five (5) years following completion and acceptance of the Project by the COUNTY.
D. The policy retroactive date will always be prior to the date services were first performed
by CONSULTANT or the COUNTY, and the date will not be moved forward during the term of this
Agreement and for five years thereafter. CONSULTANT shall promptly submit Certificates of
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PSA_CCNA Single Project Agreement[2024_ver.2]
Insurance providing for an unqualified written notice to the COUNTY of any cancellation of coverage
or reduction in limits, other than the application of the aggregate limits provision. In addition,
CONSULTANT shall also notify the COUNTY by certified mail, within twenty-four (24) hours after
receipt, of any notices of expiration, cancellation, non-renewal or material change in coverages or
limits received by CONSULTANT from its insurer. In the event of more than a twenty percent (20%)
reduction in the aggregate limit of any policy, CONSULTANT shall immediately take steps to have the
aggregate limit reinstated to the full extent permitted under such policy. CONSULTANT shall promptly
submit a certified, true copy of the policy and any endorsements issued or to be issued on the policy
if requested by the COUNTY.
22. VALUABLE PAPERS INSURANCE.
In the sole discretion of the COUNTY, CONSULTANT may be required to purchase valuable
papers and records coverage for plans, specifications, drawings, reports, maps, books, blueprints,
and other printed documents in an amount sufficient to cover the cost of recreating or reconstructing
valuable papers or records utilized during the term of this Agreement.
23. PROJECT PROFESSIONAL LIABILITY.
A. If the COUNTY notifies CONSULTANT that a project professional liability policy will be
purchased, then CONSULTANT agrees to use its best efforts in cooperation with the COUNTY and
the COUNTY's insurance representative, to pursue the maximum credit available from the
professional liability carrier for a reduction in the premium of CONSULTANT's professional liability
policy. If no credit is available from CONSULTANT's current professional policy underwriter, then
CONSULTANT agrees to pursue the maximum credit available on the next renewal policy, if a renewal
occurs during the term of the project policy (and on any subsequent professional liability policies that
renew during the term of the project policy). CONSULTANT agrees that any such credit will fully
accrue to the COUNTY. Should no credit accrue to the COUNTY, the COUNTY and CONSULTANT,
agree to negotiate in good faith a credit on behalf of the COUNTY for the provision of project-specific
professional liability insurance policy in consideration for a reduction in CONSULTANT's self-insured
retention and the risk of uninsured or underinsured consultants.
B. The CONSULTANT agrees to provide the following information when requested by the
COUNTY or the COUNTY's Project Manager:
1. The date the professional liability insurance renews.
2. Current policy limits.
3. Current deductibles/self-insured retention.
4. Current underwriter.
5. Amount (in both dollars and percent) the underwriter will give as a credit if the policy is
replaced by an individual project policy.
6. Cost of professional insurance as a percent of revenue.
7. Affirmation that the design firm will complete a timely project errors and omissions
application.
C. If the COUNTY elects to purchase a project professional liability policy, CONSULTANT
to be insured will be notified and the COUNTY will provide professional liability insurance, naming
CONSULTANT and its professional subconsultants as named insureds.
[END OF SCHEDULE D]
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PSA_CCNA Single Project Agreement[2024_ver.2]
SCHEDULE E
TRUTH IN NEGOTIATION CERTIFICATE
In compliance with the Consultants' Competitive Negotiation Act, Section 287.055, Florida
Statutes, AtkinsRealis USA, Inc. (company's name)
hereby certifies that wages, rates and other factual unit costs supporting the compensation for the
services of the CONSULTANT to be provided under the Professional Services Agreement, concerning
"Design Services for Bridges within Golden Gate Estates
"project" is
accurate, complete and current as of the time of contracting.
BY: ��—
TITLE: Charlotte Maddox
DATE: 7/24/2024
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PSA_CCNA Single Project Agreement[2024 ver.2]
SCHEDULE F
KEY PERSONNEL
Name Personnel Category Percentage of
Time
Daniel Parsons Principal Engineer 2
David Konz Sr Project Manager 6
Todd Potter Project Manager (Deputy) 8
Rudolf Pein Senior Engineer 9
Farouk Mahama Mid Level Engineer 15
Alex Carlson Engineer 14
Jose Ramos Senior Designer 9
Vladmir Sklyarov Designer 9
Fabrice Lazarre Engineer Intern 13
Michael Wilder Sr Technician 2
Bruce Brantley Technician 3
Tayler Hetrick GIS Specialist 1
Andrea Garcia Sr Scientist 2
Voni Moore Sr. Env Specialist/Sr. PI Specialist 2
Dorian Rowe Env Specialist/ PI Specialist 2
Viviana Philbert Secretary/Clerical 3
Page 28 of 29
PSA_CCNA Single Project Agreement[2024_ver.2]
SCHEDULE G
Other:
(Description)
I following this page (pages through )
■ this schedule is not applicable
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PSA_CCNA Single Project Agreement[2024_ver.2]