#11-5639 (T.Y. Lin International)
Contract #11-5639
Design and Related Services for Chokoloskee Bridge Replacement
PROFESSIONAL SERVICES AGREEMENT
THIS AGREEMENT is made and entered into this ~day of
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2011, 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" or "OWNER") and
T.Y. Un International, authorized to do business in the State of California, whose business
address is 2 Harrison Street, Suite 500, San Francisco, CA (hereinafter referred to as the
"CONSULTANT").
WIT N E SSE T H:
WHEREAS, the OWNER desires to obtain the professional Design Engineering and
Related Consulting services of the CONSULTANT concerning the Chokoloskee Bridge
Replacement (hereinafter referred to as the "Project"), said services 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 OWNER professional Design Engineering and Related
Consulting 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 OWNER 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.
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 OWNER.
1.5. CONSULTANT designates Alvaro Piedrahita, 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
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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 OWNER'S prior written approval, and if so removed must be
immediately replaced with a person acceptable to OWNER.
1.6. CONSULTANT agrees, within fourteen (14) calendar days of receipt of a written request
from Owner 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 OWNER.
1.7. The CONSULTANT represents to the OWNER 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 OWNER'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 the Local Government Prompt Payment Act (218.735 and
218.76 F.S.) as amended in the 2010 legislative session, ordinances, codes, rules, regulations
and requirements of any governmental agencies, including the Florida Building Code where
applicable, which regulate or have jurisdiction over the Project or the services to be provided
and performed by CONSULTANT hereunder. In the event of any conflicts in these
requirements, the CONSULTANT shall notify the OWNER of such conflrct and utilize its best
professional judgment to advise OWNER regarding resolution of each such conflict. OWNER'S
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.
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1.7.1 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 Consultant 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.
1.8. CONSULTANT agrees not to divulge, furnish or make available to any third person, firm or
organization, without OWNER'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 OWNER prompt
written notice of any such subpoenas.
1.9 As directed by OWNER, all plans and drawings referencing a specific geographic area
must be submitted in an AutoCad Digital Exchange File (DXF) 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 OWNER. Information layers shall have
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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
If authorized in writing by OWNER through a Change Order 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 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 OWNER'S Purchasing Policy and Administrative Procedures in effect at the time
such services are authorized. These services will be paid for by OWNER 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 an Amendment to this Agreement prior to starting such
services. OWNER 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 OWNER
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 OWNER 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:
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2.1. 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.
2.2. 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, OWNER'S
schedule or character of construction; and revising studies, reports, design documents or
Contract Documents previously accepted by OWNER 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.
2.3 Providing renderings or models for OWNER'S use.
2.4 Investigations and studies involviqg 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 OWNER in obtaining such process licensing.
2.5. Furnishing services of independent professional associates and consultants for other than
the Basic Services to be provided by CONSULTANT hereunder.
2.6. Services during travel outside of Collier and Lee Counties required of CONSULTANT and
directed by OWNER, other than visits to the Project site or OWNER's office.
2.7 Preparation of operating, maintenance and staffing manuals, except as otherwise provided
for herein.
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2.8. Preparing to serve or serving as a CONSULTANT or witness for OWNER 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).
2.9 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
OWNER'S RESPONSIBILITIES
3.1. The OWNER shall designate in writing a project manager to act as OWNER'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 OWNER'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 OWNER 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;
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(b) Provide all criteria and information requested by CONSULTANT as to OWNER'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 OWNER'S
possession pertinent to the Project, including existing drawings, specifications,
shop drawings, product literature, previous reports and any other data relative
to the Project;
(d) Arrange foraccess 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 OWNER 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 OWNER 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 OWNER, fires, floods, epidemics, quarantine regulations, strikes or
lock-outs, then CONSULTANT shall notify OWNER in writing within five (5) working days after
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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
OWNER 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 OWNER.
CONSULTANT'S sole remedy against OWNER 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 OWNER hereunder, the OWNER 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 OWNER's satisfaction that the CONSULTANT'S performance is or
will shortly be back on schedule.
4.5 In no event shall any approval by OWNER authorizing CONSULTANT to continue
performing Work under this Agreement or any payment issued by OWNER to CONSULTANT be
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deemed a waiver of any right or claim OWNER may have against CONSULTANT for delay or
any other damages hereunder.
ARTICLE FIVE
COMPENSATION
5.1. Compensation and the manner of payment of such compensation by the OWNER 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.
ARTICLE SIX
OWNERSHIP OF DOCUMENTS
6.1. Upon the completion or termination of this Agreement, as directed by OWNER,
CONSULTANT shall deliver to OWNER copies or originals of all records, documents, drawings,
notes, tracings, plans, Auto CADD 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"). OWNER 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 OWNER 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 OWNER
to pay any additional compensation, CONSULTANT hereby grants to OWNER a nonexclusive,
irrevocable license in all of the Project Documents for OWNER'S use on this Project.
CONSULTANT warrants to OWNER that it has full right and authority to grant this license to
OWNER. Further, CONSULTANT consents to OWNER'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 OWNER may be making Project Documents available for review and information
to various third parties and hereby consents to such use by OWNER.
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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. OWNER, or any duly authorized agents or representatives of OWNER,
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 OWNER, 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.
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.
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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 Government, Collier County, Florida, as an
additional insured as to the operations of CONSULTANT under this
Agreement and shall contain a severability of interests provisions.
9.3.2. Companies issuing the insurance policy or policies shall have no recourse
against OWNER 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 coverages of CONSULTANT shall be primary to any
insurance or self-insurance program carried by OWNER 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 OWNER applicable to this Project.
9.3.4. The Certificates of Insurance must read: For any and all work
performed on behalf of Collier County.
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 OWNER shall waive all rights against each other
for damages covered by insurance to the extent insurance proceeds are paid and
received by OWNER, 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.
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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 OWNER. 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 OWNER. No provision of this
Agreement shall, however, be construed as constituting an agreement between the OWNER
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 OWNER 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 . CONSULTANT also
has identified each subconsultant and subcontractor it intends to utilize on the Project in
Schedule F. All personnel, subconsultants and subcontractors identified in Schedule F shall not
be removed or replaced without OWNER'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 CONSULTANT all the obligations and responsibilities
which the CONSULTANT, by this Agreement, assumes toward the OWNER. Each
subconsultant or subcontract agreement shall preserve and protect the rights of the OWNER
under this Agreement with respect to the Services to be performed by the subconsultant or
subcontractor so that the subconsulting or subcontracting thereof will not prejudice such rights.
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Where appropriate, the CONSULTANT shall require each subconsultant or subcontractor to
enter into similar agreements with its sub-subconsultants or sub-subcontractors.
1 0.4 CONSULTANT acknowledges and agrees that OWNER 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 OWNER and any subconsultant or subcontractor. Further, all such contracts shall
provide that, at Owner's discretion, they are assignable to OWNER 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 OWNER 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 OWNER shall be deemed to be a waiver of any of OWNER'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 OWNER 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 OWNER, 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
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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 OWNER 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 OWNER 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 OWNER shall be the same as and be limited to those
afforded CONSULTANT under paragraph 12.3, below.
12.3. OWNER 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 OWNER shall be limited to that
portion of 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
OWNER, 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 Owner, the CONSULTANT shall deliver to the
OWNER all original papers, records, documents, drawings, models, and other material set forth
and described in this Agreement, including those described in Section 6, that are in
CONSULTANT'S possession or under its control.
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12.5. The OWNER 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) OWNER 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) OWNE;R otherwise persistently fails to fulfill some material obligation owed
by OWNER to CONSULTANT under this Agreement, and (ii) OWNER 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 OWNER 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 OWNER of CONSULTANT'S intent to
terminate this Agreement. If OWNER 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 OWNER, terminate the Agreement and recover from the Owner
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
Owner.
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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 Agreement price and any additions thereto shall be
adjusted to exclude any significant sums by which the OWNER 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.
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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 OWNER shall be in writing and shall be delivered by hand, by fax, or by United States
Postal Service Department, first class mail service, postage prepaid, addressed to the following
OWNER'S address of record:
Board of County Commissioners,
Collier County Florida
Purchasing Department
3327 Tamiami Trail East
Naples, FL. 34112
Attention: Stephen Y. Carnell, Purchasing/General Services Director
Fax: 239-732-0844
16.2. All notices required or made pursuant to this Agreement to be given by the OWNER to the
CONSULTANT shall be made in writing and shall be delivered by hand, by fax or by the United
States Postal Service Department, first class mail service, postage prepaid, addressed to the
following CONSULTANT'S address of record:
T.Y. Un International
2400 First Street, Suite 200, Fort Myers, FL 33901
(239) 332-4846 Telephone, (239) 332-4798 Fax:
Attn: Jim Molnar, PE, Vice President
JMolnar@tylin.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.
18
ARTICLE SEVENTEEN
MISCELLANEOUS
17 .1. CONSULTANT, in representing OWNER, shall promote the best interests of OWNER and
assume towards OWNER 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 OWNER.
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.
19
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 TRUTH IN NEGOTIATION CERTIFICATE
Schedule F KEY PERSONNEL, SUBCONSUL TANTS AND
SUBCONTRACTORS
RFP # 11-5639 Terms and conditions
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
20
upon or resulting from the award or making of this Agreement. At the time this Agreement is
executed, CONSULTANT shall sign and deliver to OWNER 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 OWNER
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 OWNER 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."
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 OWNER'S staff person who would make the
presentation of any settlement reached during negotiations to OWNER 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
21
shall be attended by representatives of CONSULTANT with full decision-making authority and
by OWNER'S staff person who would make the presentation of any settlement reached at
mediation to OWNER'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 21
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. 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.
22
IN WITNESS WHEREOF, the parties hereto have executed this Professional Services
Agreement for 11-5639 Design and Related Services for Chokoloskee Bridge Replacement the
day and year first written above.
ATTEST:
~
'. ~ "
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:;: At1-lltt "S,' ~:..~.
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'{;'; '.~"",./,,; "" ;:~l~.\.- .... ~,':~?
App'fQ~~d as tQ:{QIfu and
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Scott Teach 4
Deputy County Attorney
j~~~
Witness
)"{JC M tt.l07t("f~ ( A..~t;oc.tt\.-{.e.
Typed Name and Title
~~
Wit ess \ ') ,
'P. o..s\v1.n-i . R. I'u. ya.:0 e...~Q Q
Typed Name and Title
BOARD OF COUNTY COMMISSIONERS FOR
COLLIER COUNTY, FLORIDA,
'-f~ A W. ~
By: -ru-L
Fred W. Coyle, Chairman
T.Y. Un International
BY:C?~ y~
.JAt-1l:r S M 0 rz€lvO I "ll.lI. R
Typed Name and Title
.J '~~Y"\o.j~ 2J " ~(~
23
EXHIBIT A
SCOPE OF SERVICES
FOR
CHOKOLOSKEE BRIDGE (030161)
REPLACEMENT PROJECT
Table of Contents
1 PURPOSE.................. ... ... ... ...... ... ... ... ... ... ... ... ... ......... ... ...... ...... ... ... ... ... .......... 3
2 PROJECT DESCRIPTION... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .... ......... 4
3 PROJECT COMMON and GENERAL TASKS............................................ ............ 17
4 ROADWAY ANALySiS...... ... ......... ... ... ... ... ...... ... ... ...... ... ............ ...... ... ..... ........ 20
5 ROADWAY PLANS... ... ... ... ... ... ... ... ... ... ... ... ... ... ...... ... ... ... ... ... ... ... ... ... ... ............22
6 DRAINAGE ANALYSIS... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..... ... ........ 23
7 UTILITIES... ... ... ... ... ... ... ... ... ... ... ... ... ... ...... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..... .......24
8 ENVIRONMENTAL PERMITS.................................................................... ........ 27
9 STRUCTURES.SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS .........30
10 STRUCTURES. BRIDGE DEVELOPMENT REPORT....................................... ...... 30
11 STRUCTURES - TEMPORARY BRIDGE... ......... ......... ... ............... ......... .............. 31
12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE............................................ 31
13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE.................................. .......32
14 STRUCTURES - STRUCTURAL STEEL BRIDGE and tasks 14.1 - 14.60 are not
applicable for this project............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ....... 33 .
15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE and Tasks 15.1 -15.77 are not
applicable for this project... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...... ....... 33
16 STRUCTURES - MOVABLE SPAN and tasks 16.1 - 16.102 are not applicable for this
project. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ....... 33
17 STRUCTURES - RETAINING WALL and Tasks 17.1 - 17.21 are not applicable for this
project. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. ....... 33
18 STRUCTURES - MISCELLANEOUS and tasks 18.1 - 18.22 are not applicable for this
project. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. ....... 33
19 SIGNING AND PAVEMENT MARKING ANALySiS........................ ................. ....... 34
20 SIGNING AND PAVEMENT MARKING PLANS............................................. ........ 35
21 SIGNALIZATION ANALYSIS and Tasks 21.1 - 21.19 are not applicable for this project.35
22 SIGNALIZATION PLANS and Tasks 22.1 - 22.18 are not applicable for this project. .... 35
23 LIGHTING ANALYSIS... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ........ 35
24 LIGHTING PLANS... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .......36
25 LANDSCAPE ARCHITECTURE ANALySiS...... ............ ............ ... ................. ........36
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26 LANDSCAPE ARCHITECTURE PLANS............ ... ... ... ......... ... ... ... ... ... ... ... ............ 37
27 SURVEY... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ....... 37
28 PHOTOGRAMMETRY and tasks 28.1-28.19 are not applicable for this project... ... ......40
29 MAPPING... ...... ... ... ... .., ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..... ....... 40
30 GEOTECHNICAL... ... ,.. ... ...... .,.... ............ ......... ... ...... ... ... ... ... ......... ... ... ... ........ 40
31 ARCHITECTURE DEVELOPMENT and tasks 31.1 - 31.139 are not applicable for this
project. . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . ....... 41
32 NOISE IMPACT DESIGN ASSESSMENT and tasks 32.1 - 31.11 are not applicable for
th is project...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ....... 41
33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS and tasks 33.1 - 33.21 are
not applicable for this project... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ........ 41
34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS and tasks 34.1 - 34.20 are not
applicable for this project... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ,.. ... ... ... ... .. . ... ... ... ... ... ....... 41
35 PROJECT REQUIREMENTS... ... ... ... ... ...... ... ... ... ... ... ... ...... ... ... ... ... ... ... ... ... ........ 41
36 INVOICING LIMITS............,.....................................................................,.. 42
A-2
SCOPE OF SERVICES FOR CONSULTING ENGINEERING SERVICES BRIDGE DESIGN
AND HIGHWAY
This Exhibit forms and integral part of the agreement between Collier County Board of
Commissioners (hereinafter referred to as the COUNTY) and TV Un International relative to
the transportation facility described as follows:
Financial Project ID: 66066.3
County Location.: Section 23, Township 53 South, and Range 29 East
Description: CR 29 (Copeland Avenue) over Chokoloskee Bay
Bridge No.: 030161
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 preparation of a complete set of
construction contract plans and special provisions, if necessary, for:
Improvements to the transportation facility described herein
Major work mix include: BRIDGE REPLACEMENT
Major work groups include: 3.1, 4.2.1, 4.2.2 & 8.2
Minor work groups include: 4.2.1,5.4,7.1,7.2,7.3,8.1,8.2,8.4,9.1,9.2,9.4.1,9.4.2 & 15
The general objective is for the CONSULTANT to prepare a set of plans to be used by the
contractor to build the project, and by the COUNTY to ensure the project is built as designed
and to specifications. Elements of work shall include, but may not be limited to: roadways,
structures, geotechnical activities, surveys, drainage, signing and pavement markings, utility
relocation, maintenance of traffic, cost estimates, temporary signalization, environmental
permits, quantity computation books, and all necessary incidental items for a complete project.
The Scope of Services establishes which items of work described in the Florida Department of
Transportation (FDOT) Plans Preparation Manual, Collier County Land Development Code and
other pertinent manuals to accomplish the work are specifically included in this contract, and
also which of the items of work will be the responsibility of the CONSULTANT or the COUNTY.
All plans and design documents are to be prepared with Standard English values in accordance
with all applicable FDOT manuals and guidelines.
The CONSULTANT shall be aware that as a project is developed, certain modifications and/or
improvements to the original recommendation may be required. The CONSULTANT is to
incorporate these refinements into the design and will consider this effort to be an anticipated
and integral part of the work. This will not be a basis for any supplemental fee request(s}.
The CONSULTANT shall demonstrate good project management practices while working on
this project. These include communication with the COUNTY and others as necessary,
management of time and resources, and documentation. The CONSULTANT shall set up and
maintain throughout the design of the project a good contract file system that can be turned over
to the COUNTY at the close of the project. It shall be the CONSULTANT's responsibility to
A-3
utilize the very best engineering judgment, practices, and principles possible during the
prosecution of the work commissioned under this contract.
The COUNTY will provide contract administration, management services, and technical reviews
of all work associated with the development and preparation of the contract plans. The
COUNTY will provide job-specific information and/or functions as outlined in this contract.
2 PROJECT DESCRIPTION
The CONSULTANT shall investigate the status of the project and become familiar with concepts
and commitments (typical sections, alignments, as-builts, reports, etc.) developed from prior
projects. The following documents are available: A Final Condition Assessment and
Recommendation Report dated December 2007, Construction Bid Package for bridge repairs
completed in 2009, As-Builts dated July 29, 2010 and, the most current Bridge Inspection
Report.
The principle intent of this project is to replace the existing functionally obsolete bridge (030161)
5.4 miles south of US41 on CR 29 (Copeland Avenue) over the Chokoloskee Bay in Collier
County, Florida. The roadway approaches should be resurfaced/reconstructed as appropriate,
but as a minimum to the extent of the new guardrail. The existing bridge has been identified as
scour susceptible and was constructed in 1955. The existing capacity (2 lanes) shall remain the
same for the new bridge. The posted speed limit on CR 29 is 35 mph. An appropriate design
speed will be determined during design by CONSULTANT conducting a speed study..
CONSULTANT shall consider and evaluate the use of a temporary detour bridge to either side
of the existing to facilitate Maintenance of Traffic (MOT) during construction.
Based on the research, the existing maintained rights-of-way appear to be approximately 200'
total. The official county maintained rights-of-way will need to be determined and/or verified for
this project. Right-of-way acquisition maybe anticipated in the form of Temporary Construction
Easements in order to construct a temporary bridge and transitions. The onsite temporary
diversion will likely require temporary construction easement.
A 12" diameter waterline is attached to the eastside of the bridge. There is an underground
forcemain(s) adjacent to the west side of the bridge. Utility relocation is anticipated with this
project.
Project limits will be adjusted during the design based on the new bridge length and roadway
approaches. The overall anticipated project length is 0.152 miles.
The CONSULTANT shall incorporate the following into the design of this facility:
2.1 Roadway (Activities 3.0, 4.0, and 5.0)
Plan Tvpe: The CONSULTANT shall provide roadway plans, structures plans, and any other
plan type required for the project. This will also include miscellaneous details to construct the
project. The CONSULTANT shall develop and sign and seal the plans in accordance with
Chapter 19 of the Florida Department of Transportation, Plans Preparation Manual, Volume 1,
January 2011 Revision.
Public Involvement: The project will include Public Meetings. See Section 3.1 for specific
requirements.
Joint Proiect Aoreements: A JPA for relocation of the water and sewer utilities may be needed.
Tvpical Sections: The new roadway typical sections will be determined by the appropriate
criteria requirements for the design speed and traffic volumes.
A-4
BridQe Typical Sections:
The new bridge section shall include 12' lanes with minimum shoulder widths and sidewalks per
appropriate criteria requirements for the design speed and traffic volumes and as developed in
the Bridge Development Report.
RiQht-of-Way: Existing Right-of-way will be researched, verified and established. Existing RIW
lines, including stations and offset distances at breaks, will be shown on all plan sheets.
Pavement DesiQn: The CONSULTANT will provide the Pavement Design for the project.
Traffic Control Plans: The CONSULTANT shall provide Temporary Traffic control Plans, Level
II.
Traffic Control Plans (TCP) will be required for this project. The FDOT Design Standards, 600
series, should be utilized for all work being performed on or adjacent to existing roadways. A
reduction in the number of lanes may require that a lane closure analysis be performed by the
CONSULTANT. See Section 4.6 for further guidance.
Temporary DrainaQe: The CONSULTANT is responsible for any temporary drainage design
necessary for the project.
Variations/Exceptions: There are no known Design Variations or Exceptions required at this
time.
The consultant should review the location for a functional design that will meet FDOT design
standards and make a determination whether a Design Variation or Exception is appropriate.
Other conditions may be identified during design that may warrant design variations or
exceptions. The CONSULTANT is to submit the requests for variations and Exceptions to the
COUNTY as early as possible for approval in order to minimize potential schedule delays. The
CONSULTANT will coordinate with the County's Project Manager to obtain this approval.
Post DesiQn Services: Provide necessary plan revisions; participate in construction meetings;
participate in field reviews; respond to requests for information (RFI); evaluate proposed
revisions; review shop drawings; coordinate with adjacent developments; revise plan drawings;
SFWMD certifications. Post design services are included in this Scope of Services. Fees for
Post Design Services will be on a time and material basis.
2.2 Drainage (Activity 6.0)
The CONSULTANT shall develop hydraulic requirements for the new structure and design
appropriate countermeasures any other treatment requirements.
All existing drainage structures shall be shown on the construction plans and should be
inspected for scour, erosion, structural integrity and accumulation of sediments if necessary.
Treatments should be discussed with the Design Project Manager before being added to the
construction plans.
The stormwater system will be designed to meet the permitting requirements of all permitting
agencies. Stormwater system design will consider best management practices, open system,
closed system, lateral ditches, exfiltration, etc., or a combination thereof, within or outside the
existing right-of-way.
2.3 Utility Coordination (Activity 7.0)
The CONSULTANT will be responsible for coordinating and identifying all utilities in the corridor
during the survey phase by calling Sunshine State One-Call of Florida (SSOCOF) and shall
coordinate with each company to verify that all existing utilities are designated in the field prior
to completing the topographic survey. The CONSULTANT will be responsible for showing areas
A-5
that may be affected by construction. The CONSULTANT will evaluate utilities for potential
impacts and prepare a Utility Conflict Matrix and Utility Adjustment Plans as directed by Section
7.0 of this document. The Consultant is to review the Utility Work Schedules and assure that
they are compatible with the plans.
The CONSULTANT will provide design and permitting services for relocation of the potable
water line attached to the existing bridge as well as the subaqueous sanitary sewer force main if
needed.
2.4 Environmental Permits (Activity 8.0)
The CONSULTANT shall coordinate with appropriate agencies for all necessary permits,
including, but not limited to, South Florida Water Management District; Department of
Environmental Protection, United States Coast Guard and US Army Corps of Engineers. The
CONSULTANT shall be responsible for the identification, coordination and applications for all
permits necessary to construct this project. All application and processing fees associated with
said permit(s) and activities shall be paid for by the COUNTY. The COUNTY will direct use of
mitigation bank.
2.5 Structures (Activities 9.0 - 18.0)
The new typical section shall include 12' lanes with appropriate shoulder widths and sidewalks
per AASHTO and/or PPM requirements.
Type of Bridge Structure Work:
BDR
. Temporary Bridge:
. Short Span Concrete
. Medium Span Concrete
. Retaining Wall: May be required for the approach roadways depending on final elevation
of the bridge.
. Miscellaneous: Not anticipated
2.6 Signing and Pavement Markings (Activity 19.0 & 20.0)
The CONSULTANT shall be responsible for the design, details, and quantities associated with
signing and pavement markings for this project.
The CONSULTANT shall evaluate the existing signage to determine the need for additional
signs, correcting redundant or conflicting signage, and the replacement of damaged signs.
The CONSULTANT shall perform a speed study to determine an appropriate design speed for
the project.
2.7 Signals (Optional Service)
CONSULTANT shall provide for design of temporary traffic signal control to maintain traffic
during construction if prolonged lane closure is required. The basic service will consider
providing a temporary bridge, if the temporary bridge concept is not feasible due to utility
conflict, then the Consultant will have the option of using signal control for traffic maintenance.
2.8 Ughting
Navigational lighting will be required per USCG criteria. CONSULTANT shall consider future
lighting requirements of possible recreational enhancements to the causeway when sizing any
system improvements for power supply.
A-6
2.9 Landscape Architecture (Activity 26.0)
The CONSULTANT will develop a master plan for future public use recreational facilities which
will include areas for fishing, covered kiosks, picnicking, paved pathways for access, parking
areas and facilities for sanitation control. COUNTY will solicit comments from other departments
during phase reviews and direct CONSULTANT on any changes to incorporate. It is the intent of
the COUNTY to seek grant funding for any enhancements. Design and permitting of any funded
enhancements will be considered Additional Services to this contract.
2.10 Survey (Activity 27.0)
DesiQn Survey: Design survey will be conducted by the CONSULTANT in accordance with
Section 27.0 of this document.
Subsurface Utility: The CONSULTANT will provide any subsurface utility excavations that are
required for this project.
RiQht of Way Survey: Right-of-way and defining the official county maintained right-of-way will
be required for the project. The CONSULTANT will be responsible for the Right-of-Way Survey.
2.11 Photogrammetry (Not applicable to this project)
2.12 Mapping (Activity 29.0)
Control Survey Map: The CONSULTANT will be responsible for the control survey maps.
RiQht of Way Maps: The CONSULTANT will provide the right-of-way maps and a Technical
Memorandum of Right of Way Acquisition Report for this project.
2.13 Geotechnical (Activity 30.0)
Pavement Evaluation (including coring, testing, and preparing the report) will be provided as
directed in Section 30.0 of this Scope of Services. The CONSULTANT will be responsible for
the Pavement Design.
The CONSULTANT shall be responsible for any necessary geotechnical activities associated
for this project.
2.14 Archaeological Surveys (Not applicable to this project)
2.15 Noise Analysis (Not applicable to this project)
2.16 Intelligent Transportation Systems (Not applicable to this project)
2.17 Project Schedule
Within ten (10) days after the Notice-To-Proceed, and prior to the CONSULTANT beginning
work, the CONSULTANT shall provide a detailed project activity/event schedule with actual
dates and Scope of service activity/event numbers for COUNTY and CONSULTANT scheduled
activities required to meet the current COUNTY Delivery Date. The schedule shall be based
upon the durations and schedule negotiated during the project staff hour negotiations process.
The CONSULTANT shall allow for a three (3) week review time for each phase review and other
submittals as appropriate. The schedule shall indicate, at a minimum, proposed dates for Phase
I, II, III, and IV plans and all other appropriate milestones and required submittals. The schedule
should summarize the Critical Path Elements so that the more important activities of work are
clearly identified.
All fees and price proposals are to be based on the negotiated schedule of 18 months for final
plans production. However, the contract duration will be 48 months from the Notice to Proceed
in order to allow for post design services.
2.18 Submittals
The CONSULTANT shall provide hard copies of the required plans and documents as identified
in the Scope or made known by the COUNTYs Design Project Manager. The anticipated
A-7
printing and submittal requirements for the project include the listed items below; however, this
list of items may not be all inclusive on project needs. This tabulation will be used for estimating
purposes. The COUNTY's Design Project Manager will determine the specific number of phase
review submittals and submittal requirements for the project.
It is the CONSULTANT'S responsibility to independently and continually QC their plans and
other deliverables. The CONSULTANT should regularly communicate with the COUNTY's
Design Project Manager to discuss and resolve issues or solicit opinions from those within
.designated areas of expertise. It is also the responsibility of the CONSULTANT to adhere to all
COUNTY and FDOT standards, policies, procedures, guidelines, etc. Constant communication
between the COUNTY's Design Project Manager and the CONSULTANT is vital in the overall
success of the project.
The CONSULTANT will be required to provide written monthly progress reports (preferably
electronic via email) documenting actions taken, actions to be taken, status of project schedule,
and contacts with the COUNTY or FDOT (the FDOT or COUNTY employee contacted, the
issue, and the resolution), and the status of the plans. (
Following the Notice-to-Proceed, the CONSULTANT will begin the plans production process
including making the necessary contacts with the COUNTY and attending field reviews as
required by this Scope of Services.
PRIOR TO PHASE I SUBMITTAL:
Quality Control Plan: The CONSULTANT shall submit their Quality Control Plan that will be
used during the design of this project to the COUNTY for reference. As a minimum, the QC plan
shall include the details of all plan review processes to be utilized and sufficient file
documentation to show that the QC plan has been followed.
Aliqnment Submittals: Centerline/Baseline of Survey alignment submittals shall be submitted to
the County's Design Project Manager for approval. The Prime CONSULTANT shall wait for
approval from the County's Design Project Manager before utilizing the alignment for Design
purposes.
Survey Submittals: The Survey Subconsultant shall transmit their submittals to the Prime
Consultant. The Survey Subconsultant shall copy the COUNTY's Design Project Manager on
all submittal correspondence. These survey submittals are to be made prior to the phase I, II,
III, and IV plan submittals or as appropriate based on new information.
Miscellaneous Desiqn/ Production Document Submittals: The CONSULTANT shall submit to the
COUNTY for review, and receive concurrence for, the Initial Project Schedule, the Typical
Section Package, Design Variances and/or Exceptions (if applicable), etc. and other documents
as required by the Scope of Services.
Phase I: The CONSULTANT shall submit one 1 copy of the Phase Submittal CD/DVD and
three 3 hard copies of the submittal components to the COUNTY's Design Project Manager for
distribution. The Phase Submittal CD/DVD will include ONLY the submittal components (not the
entire project directory and files). The CD/DVD will include all construction plans in one (1)
*.PDF file. In addition, *.PDF files of the project Design Documentation and any other submittal
document will be included on the Phase Submittal CD/DVD. The CONSULTANT must have the
QC marked-up plans available for the COUNTY's review upon request.
The CONSULTANT shall submit three (3) hard copies of the Bridge Development Report and
three (3) hard copies of the Bridge Hydraulic Report for review. Electronic copies of these
documents should be included on the Phase Submittal CD/DVD.
Phase II:
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Prior to the Phase II submittal, the Prime CONSULTANT shall provide the Survey
SUBCONSUL TANT with the plans and allow time for a review to check the survey/ construction
layout, alignments, control information, curve data, layout information, etc.
The CONSULTANT shall submit one (1) copy of the Phase Submittal CD/DVD and five (5) hard
copies of the submittal components to the COUNTY's Design Project Manager for distribution.
The Phase Submittal CD/DVD will include ONLY the submittal components (not the entire
project directory and files). The CD/DVD will include all construction plans components
(roadway, signing & pavement marking, signalization, etc.) combined into one (1) *.PDF file. In
addition, *.PDF files of the project Design Documentation, and any other submittal document will
be included on the Phase Submittal CD/DVD. The CONSULTANT must have the QC marked-up
plans available for the COUNTY's review upon request.
The CONSULTANT shall submit plans to each of the affected local government(s) designated
contact for a two week review. See Section 3.1 of this document for details regarding Local
Government Involvement.
The CONSULTANT shall submit a hard copy of the Plans for a Constructability Phase Review. If
the need for a Technical Special Provisions has been identified at this phase, the
CONSULTANT shall submit one (1) hard copy for COUNTY's review. An electronic copy of this
document should be included on the Phase Submittal CD/DVD.
The CONSULTANT shall submit one (1) hard copy of a completed Design Plans Phase Review
coversheet (PPM Vol. 1, exhibit 24-B) along with a hard copy set of the comments and
responses from the previous phase submittal for concurrence by the County's Project Manager.
The CONSULTANT shall submit three (3) hard copies of the approved Bridge Development
Report and three (3) hard copies of the approved Bridge Hydraulics Report. Electronic copies of
these documents should be included on the Phase Submittal CD/DVD.
Phase III:
The CONSULTANT shall submit one (1) copy of the Phase Submittal CD/DVD, five (5) hard
copies of the plans, three (3) hard copies of the Computation Book and two (2) hard copies of
the Design Documentation Book to the COUNTY's Design Project Manager for distribution. The
Phase Submittal CD/DVD will include ONLY the submittal components (not the entire project
directory and files). The CD/DVD will include all construction plan components (roadway,
structures, signing & pavement marking, signalization, etc.) combined into one (1) *.PDF file. In
addition, *.PDF files of the project Computation Book, Design Documentation Book,
CONSULTANT Cost Estimate, and any other submittal document will be included on the Phase
Submittal CD/DVD. The CONSULTANT must have the QC marked-up plans available for the
COUNTY's review upon request.
In addition, a hard copy of the CONSULTANT's construction contract time estimate shall be
submitted to the COUNTY's Design Project Manager (including utility schedules and a
dependent time memo) for the COUNTY's review of the project contract time. On a Lump Sum
project where a comp book is not prepared, the CONSULTANT shall submit an estimate of pay
items and quantities.
The CONSULTANT shall submit one (1) hard copy of a completed Design Plans Phase Review
coversheet (PPM Vol. 1, exhibit 24-B) along with a hard copy set of the comments and
responses from the previous phase submittal for concurrence by the County's Project Manager.
The CONSULTANT shall also submit a hard copy of any Technical Special Provisions and/or
incentive/disincentive cost analysis as required by the Specification package. Electronic copies
of these documents should be included on the Phase Submittal CD/DVD.
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Phase IV:
The CONSULTANT shall submit one (1) copy of the Phase Submittal CD/DVD, five (5) hard
copies of the plans, three (3) hard copies of the Computation Book and one (1) hard copy of the
Design Documentation Book to the COUNTY's Design Project Manager for distribution. The
Phase Submittal CD/DVD will include all plan set components (roadway, structures, signing &
pavement marking, signalization, etc.) combined into one (1) *.PDF file. In addition, *.PDF files
of the project Computation Book, Design Documentation Book, CONSULTANT Cost Estimate,
and any other submittal document will be included on the Phase Submittal CD/DVD. The
CONSULTANT must have the QC marked-up plans available for the COUNTY's review upon
request.
The CONSULTANT shall submit plans to each of the affected local government(s) designated
contact for a two week review. See Section 3.1 of this document for details regarding Local
Government Involvement.
The CONSULTANT shall submit one (1) hard copy of a completed Design Plans Phase Review
coversheet (PPM Vol. 1, exhibit 24-B) along with a hard copy set of the comments and
responses from the previous phase submittal for concurrence by the District Project
Management Engineer.
The CONSULTANT shall submit three (3) hard copies of the Geotechnical Reports (if prepared
by the CONSULTANT). An electronic copy should be included on the Phase Submittal CD/DVD.
The CONSULTANT shall submit two (2) signed and sealed load ratings. Electronic copies
should be included on the Phase Submittal CD/DVD.
2.19 Final Submittal:
The Final Submittal will occur immediately upon addressing Phase IV comments.
If changes are made to the plans after the Phase IV review that affect the pay items or
quantities, the CONSULTANT must submit revised copies of the affected plan sheets and pay
items and quantity sheets. The CONSULTANT shall submit the following to the Design Project
Manager
· Two (2) Electronic Delivery CD/DVDs, labeled accordingly
· Two (2) hard copies of Final Submittal Package (signed by the EOR)
2.20 Provisions for Work
All maps, plans and designs are to be prepared with English units in accordance with all
applicable current Collier County and FOOT manuals, memorandums, guidelines, and other
documents (if applicable) listed below.
General
Florida Statutes
Florida Administrative Codes
Florida Department of Transportation Project Development and Environmental Manual
Florida Department of Transportation Plans Preparation Manual
Florida Department of Transportation Standard Specifications for Road and Bridge Construction
Florida Department of Transportation Handbook for Preparation of Specifications Package
Florida Department of Transportation Design Standards for Design, Construction, Maintenance,
and Utility Operations on the State Highway System
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Manual of Uniform Minimum Standards for Design, Construction, and Maintenance for Streets
and Highways
Bicycle Facilities Planning and Design Manual, Rev. Ed. 1982
CADD Production Criteria Handbook
CADD Manual
Florida's Level of Service Standards and Guidelines Manual for Planning
Equivalent Single Axle Load Guidelines
Design Traffic Procedure
K-Factor Estimation Process
Project Traffic Forecasting Guidelines
Florida Department of Transportation Basis of Estimates Manual
Quality Assurance Guidelines
Safety Standards
Rule 61G17-6, F.A.C., Minimum Technical Standards for Professional Surveyors and Mappers
Department of Environmental Protection Rules Governing Mean High Water and Jurisdictional
Line Surveys
Any special instructions from the COUNTY
Utility Accommodations Guidelines
Policy for Geometric Design of Highways and Streets
Florida Department of Transportation Materials Manual
Americans with Disabilities Act Accessibility Guidelines (ADAAG)
40 CFR, Part 61, Subpart M - National Emission Standard for Hazardous Air Pollutants
(NESHAP), Environmental Protection Agency (EPA)
40 CFR, Part 763, Subpart E - Asbestos-Containing Materials in Schools, EPA
40 CFR, Part 763, Subpart G - Asbestos Worker Protection, EPA
29 CFR, Part 1910.1101 -Asbestos Standard for Industry, U.S. Occupational Safety and Health
Administration (OSHA)
29 CFR, Part 1926, 1101 - Asbestos Standard for Construction, OSHA
Ch. 62257, F.A.C. - Asbestos Program, Florida Department of Environmental Protection (DEP)
Ch. 469, F.S. - Asbestos Abatement, Florida Department of Business and Professional
Regulation (DBPR) ,
Model Guide Specifications - Asbestos Abatement and Management in Buildings, National
Institute for Building Sciences (NIBS)
Permits
Chapter 373, F.S.
Bridge Permit Application Guide, COMDT PUB P16591.3B
Building Permit
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Drainage
Drainage Manual
Drainage Handbooks
Storm Drain
Optional Pipe Materials
Stormwater Management Facility
Cross Drain
Erosion and Sediment Control
Hydrology
Temporary Drainage Handbook
Survey
Location Survey Manual
Highway Field Survey Specifications
Automated Survey Data Gathering
Outline Specifications for Aerial Surveys and Photogrammetry for Transportation Projects
Standards for Consultant-Submitted G.P.S. Static Control Projects
EFB User Guide
Chapter 472, F.S.
Chapter 177, F.S.
FDEP Bureau of Surveying and Mapping
Traffic Operation Manuals
American Disabilities Act
AASHTO - Guide for Development of Bicycle Facilities
Federal Highway Administration Standard Highway Signs Manual
Florida Department of Transportation Traffic Engineering Manual
Florida Department of Transportation Manual on Uniform Traffic Studies (MUTS)
National Electrical Code
National Electric Safety Code
Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD)
Minimum Specifications for Traffic Control Signal Devices
Florida Department of Transportation - Florida Roundabout Guide
FHWA - Roundabouts: An Informational Guide
Florida Department of Transportation Median Handbook
AASHTO - An Information Guide for Highway Lighting
Mapping
Right-of-Way Mapping
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Florida Department of Transportation Right-of-Way Handbook
Florida Department of Transportation Right-of-Way Manual
Structures
AASHTO Standard Specifications for Highway Bridges and Interims (for curved steel bridges
and pedestrian bridges only)
AASHTO LRFD Bridge Specifications and Interims
AASHTO LRFD Movable Highway Bridge Design Specifications and Interims
AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaries and
Traffic Signals, dated 1994
AASHTO LRFD Guide Specifications for Steel Curved Girder Bridges
AASHTO Guide Specifications for Horizontally Curved Highway Bridges
AASHTO/-AWS-D1. 5M/Dt.5: An American National Standard Bridge Welding Code
AASHTO Guide Specifications for Design of Pedestrian Bridges
AASHTO Guide Specifications for Structural Design of Sound Barriers
Florida Department of Transportation Structures Design Guidelines
Florida Department of Transportation Structures Detailing Manual
Florida Department of Transportation Structures Standard and Semi-Standard Drawings
Florida Department of Transportation Structures Design Office Temporary Design Bulletins
(available on Florida Department of Transportation Structures web site only)
Florida Department of Transportation Preferred Details (available on Florida Department of
Transportation Structures web site only)
Florida Department of Transportation - New Directions for Florida Post-Tensioned Bridges
Volumes 1-5
Florida Department of Transportation Bridge Load Rating Permitting and Posting Manual
Geotechnical
Soils and Foundation Handbook
Manual of Florida Sampling and Testing Methods
Landscape Architecture
Florida Highway Landscape Guide
Arch itectu ral
Building Codes
Florida l3~ilding Code
Accessibility for Persons with Disabilities
Florida Accessibility Code for Building Construction
Chapter 130-1, F AC
Section 255.21 and Chapter 553, Part V, F.S.
ANSI A117.1 - 1986
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Titles II and III, Americans With Disabilities Act (ADA), Public Law 101-336; and the ADA
Accessibility Guidelines (ADAAG)
Fire Codes and Rules
NFPA 70-1990 National Electrical Code
NFPA 101-1997 Ufe Safety Code
NFPA 10-1998 Standard for Portable Fire Extinguishers
NFPA 11-1999 Standard for Low-Expansion Foam Systems
NFPA 11A-1998 Standard for High- and Medium-Expansion Foam Systems
NFPA 12-1998 Standard for Carbon Dioxide Extinguishing Systems
NFPA 13-1996 Installation of Sprinkler Systems
NFPA 30-1996 Flammable and Combustible Liquids Code
NFPA 54-1996 National Gas Fuel Code
NFPA 58-1998 LP-Gas Code
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.
Energy Conservation
Rule 13D-10, FAC, Rules for Construction and Leases of State-Owned Buildings to Ensure
Energy Conservation
Section 255.251, F. S., Florida Energy Conservation Act of 1974
Section 255.255, F.S., Ufe-Cycle Costs
Glass
Chapter 553, F.S., Part III, Glass
Elevators
Chapter 7C-5, Florida Elevator Code
Chapter 399, F.S., Elevators
Flood Plain Management Criteria
Section 255.25, F.S., Approval Required Prior to Construction or Lease of Buildings
Rules of the Federal Emergency Management Agency (FEMA)
Extinguishing Systems
NFPA 10 Fire Extinguishers
NFPA 13 Sprinklers
NFPA 14 Standpipe and Hose System
NFPA 17 Dry Chemical
NFPA 20 Centrifugal Fire Pump
NFPA 24 Private Fire Service Mains
NFPA 200 Standards on Clean Agent Fire Extinguishing Systems
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Detection and Fire Alarm Systems
NFPA 70 Electrical Codes
NFPA 72 Standards for the Installation, Maintenance and Use of Local Protective Signaling
Systems
NFPA 72E Automatic Fire Detectors
NFPA 72H Testing Procedures for Remote Station and Proprietary Systems
NFPA 72G Installations, Maintenance, and Use of Notification Appliances
NFPA 74 Household Fire Warning Equipment
NFPA 75 Protection of Electronic Computer Equipment
Mechanical Systems
NFPA 90A Air Conditioning and Ventilating Systems
NFPA 92A Smoke Control Systems
NFPA 96 Removal of Smoke and Grease-Laden Vapors from Commercial Cooking
Equipment
NFPA 204M Smoke and Heating Ventihg
Miscellaneous Systems
NFPA 45 Laboratories Using Chemicals
NFPA 80 Fire Doors and Windows
NFPA 88A Parking Structures
NFPA 105 Smoke and Draft-Control Door Assemblies
NFPA 110 Emergency and Standby Power Systems
NFPA 220 Types of Building Construction
NFPA 241 Safeguard Construction, Alteration, and Operations
SFM F.A.C. 4A-47 Elevators
SFM 4A-51 Boilers
Other
Chapter 100-6 FAC On Site Sewage Disposal Systems (Septic Tanks)
Chapter 17-6.070 FAC Wastewater Facilities (Treatment Plants)
Chapter 17-761 FAC Underground Storage Tank Rules
2.21 These documents are revised periodically by the responsible agencies and adopted by
authorities having jurisdiction on building projects. The design consultant and the project
manager are advised to obtain applicable versions of these documents from the responsible
agency prior to use.
American Concrete Institute
American Institute of Architects - Architect's Handbook of Professional Practice
American Society for Testing and Materials - ASTM Standards
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Southern Building Code Congress International- Standard Building Codes
Brick Institute of America
DMS - Standards for Design of State Facilities
Florida Concrete Products Association
Florida Department of Transportation - Standard Specifications for Road and Bridge
Construction
Florida Department of Transportation - Plans Preparation Manual
Florida Department of Transportation - Roadway and Traffic Design Standards
Florida Department of Transportation - Structures Design Guidelines
Florida Department of Transportation - Structures Detailing Manual
Florida Department of Transportation - Structures Standard Drawings
Florida Department of Transportation - ADA/Accessibility Procedure
Florida Department of Transportation - Fixed Capital Outlay Program
Florida Department of Transportation - Building Code Compliance Procedure
Florida Department of Transportation - Asbestos Management Program Procedure
Florida Department of Transportation - Design Build Procurement and Administration
National Concrete Masonry Association
National Electrical Code (current edition)
National Fire Protection Association - Life Safety Code (current edition)
Portland Cement Association - Concrete Masonry Handbook
Florida Building Code
2.22 Services to be performed by the COUNTY:
When appropriate, the COUNTY will provide those services and materials as set forth below.
1. Provide general guidelines of the COUNTY to be used in the fulfillment of this contract.
2. Provide the appropriate signatures on application forms.
3. Provide the appropriate letters of authorization designating the CONSULTANT as an
agent of the COUNTY.
4. Provide all fees associated with permit submittals.
5. Provide reviews of project plans during the various stages of plan development within
schedule.
6. Provide all available future information pertinent to the Project that may come to the
COUNTY during the term of the CONSULTANT'S Agreement.
7. Provide Project data currently on file.
8. Provide COUNTY standards - LDC, specifications and review services. These can be
obtained on line at
http://library.municode.com/index.aspx?clientID= 13992&statel D=9&statename=Florida
9. Provide 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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10. Provide rights of entry authorization for COUNTY properties within the project limits.
11. Provide completed front-end construction document sections required for bidding and
construction, where different than OWNER documents.
12. Right of Way and/or easement acquisition services including, but not limited to: property
appraisal, negotiations, legal services, document filing and all associated fees.
13. JPA for Water and Sewer Une relocations.
3 PROJECT COMMON and GENERAL TASKS
Project General Tasks are applicable to the project as a whole and are described in Sections
3.1 through 3.6 of this Scope of Services. Project Common Tasks are applicable to most
activities of the project included in this Scope of Work as identified in Sections 4 through 34.
These tasks are to be included in the project scope in each applicable activity when the
described work is to be performed by the CONSULTANT.
Cost Estimates: The CONSULTANT shall be responsible for producing a construction cost
estimate and reviewing and updating the cost estimate when scope changes occur and/or at
milestones of the project. At the Phase I through Phase IV plan submittals.
Technical Special Provisions: The CONSULTANT shall provide Technical Special Provisions for
all items of work not covered by the FOOT Standard Specifications for Road and Bridge
Construction and recurring special provisions. Standard Specifications, recurring special
provisions and supplemental specifications should not be modified unless absolutely necessary
to control project specific requirements. The first nine sections of the standard specifications,
recurring special provisions and supplemental specifications shall not be modified without
written approval of the COUNTY. All modifications to other sections must be justified to the
OWNER to be included in the project's specifications package as Technical Special Provisions.
The Technical Special Provisions shall provide a description of work, materials, equipment and
specific requirements, method of measurement and basis of payment. These provisions shall be
submitted on 8-1/2"x11" sheets and shall not have holes punched or be bound in any way that
would create a problem for high volume reproduction.
Technical Special Provisions will be developed using Microsoft Word (.doc). Furnishing
electronic copy in a format other than Microsoft Word or Adobe Acrobat (.pdt) will be considered
Additional Services.
Field Reviews: Includes all trips required to obtain necessary data for all elements of the project
identified in this scope of work.
Technical Meetinas: Includes meetings with the COUNTY and/or other Agency staff, between
disciplines and sub-consultants, such as access management meetings, pavement design
meetings, local governments, progress review meetings (phase review), and miscellaneous
meetings.
Quality Assurance/Quality Control: It is the intention of the COUNTY that the design
CONSULTANT is held responsible for their work, including plans review. Detailed checking of
the CONSULTANT plans or assisting in designing portions of the project for the CONSULTANT
is not the intent of having external design consultants. The purpose of Consultant Plan Reviews
is that the CONSULTANT'S plans follow applicable plan preparation procedures outlined in the
FOOT Plans Preparation Manual, that county, state and federal design criteria are followed and
that the CONSULTANT submittals are complete.
The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be
utilized to verify, independently check, and review all maps, design drawings, specifications, and
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other documentation prepared as part of the contract. The CONSULTANT shall describe how
the checking and review processes are to be documented to verify that the required procedures
were followed. The Quality Control Plan shall be one specifically designed for the project.
The CONSULTANT shall submit a quality control plan for approval within 20 (twenty) calendar
days of the written Notice to Proceed. A marked up set of prints from a Quality Control Review
indicating the reviewers for each component (structures, roadway, drainage, geotechnical,
signing and marking, survey, etc.) and a written resolution of comments on a point-by-point
basis will be required, if requested by the County's Design Project Manager. 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 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.
Independent Peer Review: COUNTY will provide for an Independent Peer Review by outside
consultant.
Supervision: Includes all efforts required to supervise all technical design activities.
Coordination: Includes all efforts to coordinate with all disciplines of the project to produce a final
set of construction documents.
3.1 Public Involvement
Public involvement is an important aspect of the project development process. Public
involvement includes communicating to all interested persons, groups, and government
organizations information regarding the development of the project. Property owners adjacent to
project shall be kept informed about the project.
Up to two (2) Public Informational Meetings will be held on this project, one at the end of the
60% design phase and the last being a Construction Kick-off Meeting. In addition, the
CONSULTANT and COUNTY staff will meet with civic groups and others on an individual basis,
as needed. to discuss the project. The CONSULTANT shall anticipate participation in up to six
(6) additional meetings for this purpose with minimal COUNTY involvement. This work is
included in the Scope of Services. Meeting locations are to be provided by the COUNTY.
The purpose of the Public Meetings is to present to the public the results of the detailed design
for the project and receive comments on the proposed design. The CONSULTANT shall prepare
and/or provide:
The CONSULTANT shall be responsible for the following:
. Prepare ALL graphics and displays as directed by the COUNTY's Design Project
Manager, including all necessary displays, maps, handouts, newsletters, media releases,
public announcements etc.
. Prepare the legal advertisement and included graphics
. Attend all Public Information Planning meetings (2 anticipated). The planning meetings
shall be held six weeks prior to the date set for the Public Information Meeting (PIM) and
all displays and graphics are to be submitted to the County at least three (3) weeks in
advance of the PIM date for the review and comment.
. Animated video presentations would be considered additional services.
. Meeting equipment set-up and teardown.
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The COUNTY shall be responsible for the following:
. Script or agenda for the presentation. (Not anticipated for this task)
. Legal and/or display advertisements. The COUNTY will pay the cost of publishing and
placement of the advertisement.
. Draft letters for notification of elected and appointed officials.
. Two Press/News releases, for notification purposes. One ten (10) days prior to the
meeting and one the day before the meeting.
. Any press release or advertisement will indicate that the meeting format will be informal
allowing the public to come and go.
3.2 Joint Project Agreements
The COUNTY shall facilitate for CONSULTANT to design and permit the relocation of the
Everglades City Water and Sewer facilities as required by this project.
3.3 Specifications Package Preparation
The CONSULTANT shall prepare and provide a complete specifications package, including
applicable Technical Special Provisions, for all items and areas of work.
The CONSULTANT will provide the necessary workbook and electronic files, in Microsoft Word
2003 (or later) format, for proper completion of the specifications preparation task. The actual
work effort may entail utilization of the supplied electronic files and inclusion of new files issued
as mandatory special provisions or supplemental specifications.
Furnishing electronic copy in a format other than Microsoft Word or Adobe Acrobat (.pdt) will be
considered Additional Services.
The specification package shall be based on the current edition of FOOT's Standard
Specifications for Road and Bridge Construction as modified by COUNTY'S specification
requirements. The specification package may include Special Provisions or Supplemental
Specifications as directed by the COUNTY. The COUNTY will provide the completed front-end
contract document sections.
The FOOT Standard Specifications, Special Provision or Supplemental Specifications may not
be modified unless absolutely necessary to control project specific requirements. Proposed
modifications to these listed documents shall be coordinated with the COUNTY, prior to
inclusion in the final project specifications package.
Proposed Technical Special Provisions will be submitted to the COUNTY for initial review at the
time of the Phase III plan review submission to the COUNTY. All comments will be returned to
the CONSULTANT for correction and resolution.
The specification package must be submitted for initial review to the Project Manager at least 30
days prior to the contract package due date. This submittal does not require signing and sealing.
Submittal material shall consist of the following items:
Electronic version (Microsoft Word 2003 or later) of the specifications package.
The cover page of the Final submittal shall be signed, dated and sealed in accordance with
applicable Florida Statutes. The submittal materials shall consist of the same as those submitted
for the initial review by the COUNTY.
3.4 Contract Maintenance
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Includes project management effort for complete setup and maintenance of files, developing
monthly progress reports, schedule updates, work effort to develop and execute SUB-
CONSULTANT agreements, etc.
3.5 Value Engineering (Multi-Discipline Team) Review (Not applicable to this project)
3.6 Prime Consultant Project Manager Meetings
Includes only the CONSULTANT Project Manager Staff hours for phase review, progress
review, all technical meetings, and other coordination activities, including any travel time.
Meetings required for each Activity are included in the meetings section for that specific Activity.
3.7 Coordination Meetings
Prior to printing of the review plans at each of the 30%, 60% and 90% design stages, an
advanced discussion of the project may take place at a Coordination Meeting. The
CONSULTANT will provide COUNTY with review "progress" copies of the plans drawings (if
requested by the COUNTY) in advance of the coordination meeting. The meeting will be
conducted to provide input into the design prior to printing it for full review. The CONSULTANT
will present the project to COUNTY Staff and a discussion will take place on what are
understood to be the key issues. The goal of the meetings are to provide a common
understanding of the project; institute change, if needed; and to provide a coordinated effort at
the public presentations.
3~8 Post Design Services
CONSULTANT shall provide post design services as described in 2.1 and as requested by
COUNTY. Fees will be paid on a time and material basis at the hourly rates established under
this contract.
3.9 Electronic Delivery (not applicable to this project)
3.10 Other Project General Tasks (not applicable to this project)
4 ROADWAY ANALYSIS
The CONSULTANT shall analyze and document Roadway Tasks in accordance with all
applicable manuals, guidelines, standards, handbooks, procedures, and current design
memorandums.
4.1 Typical Section Package
The CONSULTANT shall provide a Typical Section Package to be submitted to the COUNTY for
review and concurrence prior to the Phase I plans submittal date. The COUNTY shall approve
the Typical Section Package prior to CONSULTANT proceeding with the 60% design.
4.2 Pavement Design Package
The CONSULTANT shan provide a Pavement Design Package which The COUNTY shall
approve prior to proceeding with the 60% design.
4.3 Access Management (Not applicable to this project)
4.4 HorizontalNertical Master Design Files
The CONSULTANT shall design the geometrics using the design standards that are most
appropriate with proper consideration given to the design traffic volumes, design speed,
capacity and levels of service, functional classification, adjacent land use, design consistency
and driver expectancy, aesthetics, pedestrian and bicycle concerns, ADA requirements, elder
road user policy, access management and scope of work.
4.5 Cross Section Design Files
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The CONSULTANT shall establish and develop cross section design files in accordance with
the FOOT CADD manual.
4.6 Traffic Control Analysis
The CONSULTANT shall design a safe and effective Conceptual Traffic Control Phasing Plan to
move vehicular and pedestrian traffic during all phases of construction. The design shall include
construction phasing, routing, signing and pavement markings. Special consideration shall be
given to the construction of the drainage system when developing the construction phases.
Positive drainage must be maintained at all times. This will be the responsibility of the
Contractor and will be noted in the Contract Documents. The design shall include construction
phasing of roadways to accommodate the construction or relocation of utilities.
The CONSULTANT shall investigate the need for a temporary bridge, and the use of materials
such as sheet piling in the analysis. The Conceptual Traffic Control Plan shall be prepared by
CONSULTANT and approved by COUNTY.
4.7 Master TCP Design Files
The CONSULTANT shall prepare Conceptual Traffic Control Plans to be utilized by the
Contractor as a reference for Bidding Purposes. The Contractor will be responsible for providing
a full Traffic Control Plan per FOOT Standards, Signed and Sealed by a Florida Professional
Engineer.
4.8 Design Variations and Exceptions.
The CONSULTANT will be required to prepare Design Variations as required for design of the
project.
4.9 Design Report
The CONSULTANT shall prepare all applicable report(s) as listed in the Project Description
section of this scope which include a bridge hydraulics report, and a soils report.
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 8-1/2"x11" sheets, fully
titled, numbered, dated, indexed and signed by the designer and the checker. Computer output
forms and other oversized sheets shall be folded to 8-1/2"x11" size. The data shall be in a
hardback folder for submittal to the COUNTY.
4.10 Computation Book and Quantities
The CONSULTANT shall prepare the Computation Book per the FOOT Basis of Estimate
Manual and pay item structure, and provide various summaries of quantities sheets. This
includes all efforts required to develop the Computation Book and the supporting
documentation, including estimated construction days when required.
4.11 Cost Estimate
The CONSULTANT shall prepare the Engineer's Estimate of Probable Cost and provide with
the 30% submittal. The Engineer's Estimate of Probable Cost shall be adjusted at each
submittal to be maintained until final submittal.
4.12 Technical Special Provisions
4.13 Other Roadway Analysis (Not applicable to this project)
4.14 Field Reviews
4.15 Technical Meetings.4.16 Quality Assurance/Quality Control
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4.17 Independent Peer Review
4.18 Supervision
4.19 Coordination
5 ROADWAY PLANS
The CONSULTANT shall prepare Roadway, Drainage, Traffic Control, Utility Adjustment
Sheets, plan sheets, notes, and details. The plans shall include the following sheets necessary
to convey the intent and scope of the project for the purposes of construction.
5.1 Key Sheets
5.2 Summary of Pay Items Sheets (Including Quantity Input)
5.3 Drainage Map Sheets (Not applicable to this project)
5.4 Interchange Drainage Map (Not applicable to this project)
5.5 Typical Section Sheets
5.6 General Notes/Pay Item Notes Sheets
5.7 Summary of Quantities Sheets
5.8 Box Culvert Data Sheets (Not applicable to this project)
5.9 Bridge Hydraulics Recommendation Sheets
5.10 Summary of Drainage Structures Sheets
5.11 Optional Pipe/Culvert Material Sheet
5.12 Project Layout Sheets (Not applicable to this project)
5.13 Plan/Profile Sheets
5.14 Profile Sheet (Not applicable to this project)
5.15 Plan Sheets
5.16 Special Profile Sheets
5.17 Back of.Sidewalk Profile Sheet (Not applicable to this project)
5.18 Interchange Layout Sheet (Not applicable to this project)
5.19 Ramp Terminal Details (Plan View) (Not applicable to this project)
5.20 Intersection Layout Details Sheets (Not applicable to this project)
5.21 Miscellaneous Detail Sheets
5.22 Drainage Structure Sheets (Per Structure)
5.23 Miscellaneous Drainage Detail Sheets
5.24 Lateral Ditch Plan/Profile Sheets (Not applicable to this project)
5.25 Lateral Ditch Cross Sections Sheets (Not applicable to this project)
5.26 Retention/Detention Ponds Detail Sheets (Not applicable to this project)
5.27 Retention/Detention Ponds Cross Sections Sheets (Not applicable to this project)
5.28 Cross-Section Pattern Sheet (Not applicable to this project)
5.29 Roadway Soil Survey Sheets
5.30 Cross Sections Sheets
5.31 Conceptual Traffic Control Plan Sheets
5.32 Traffic Control Cross Section She~ts
5.33 Traffic Control Detail Sheets
5.34 Utility Adjustment Sheets
5.35 Selective Clearing and Grubbing Sheets (Not applicable to this project)
5.36 Erosion Control Plan Sheets
5.37 SWPPP Sheets
5.38 Project Control Network Sheet (Not applicable to this project)
5.39 Interim Standards Sheets
5.40 Utility Verification Sheet (SUE Data) Sheets
5.41 Quality Assurance/Quality Control
5.42 Supervision
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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 Drainage Manual. The CONSULTANT has the responsibility for
determining the need, appropriate locations, and sizes for water management facilities, and
drainage outfalls.
In the areas of poor drainage, significant addition of impervious surface, or inadequacy of
sufficient downstream conveyance, the CONSULTANT shall address the requirements of Ch.
14-86 F.A.C. Alternate detention facilities shall be conceptually designed, costed and presented
to the COUNTY for consideration. Detention facilities to be considered include open basins,
underground pipes or vaults, and french drains. The COUNTY will decide on the Alternate to be
used.
The CONSULTANT must coordinate fully with the appropriate permitting agencies and the
COUNTY's staff. The CONSULTANT work will include the engineering analyses for any or all of
the following:
6.1 Determine Base Clearance Water Elevation
Analyze, determine, and document high water elevations which will be used to set roadway
profile grade. Determine surface water elevations at cross drains, floodplains, outfalls and
adjacent stormwater ponds.
6.2 Pond Siting Analysis and Report (Not applicable to this project)
6.3 Design of Cross Drains
Analyze the hydraulic design of cross drains to be replaced. Document the design as required.
Determine and provide flood data as required.
6.4 Design of Roadway Dry Detention Areas
Design roadside dry detention areas. This includes determining ditch cross sections, grades,
selecting suitable channel lining, designing the side drain pipes, and documentation.
6.5 Design of Outfalls (Not applicable to this project)
6.6 Design of Stormwater Management Facility (Offsite Pond) (Not applicable to this project)
6.7 Design of Stormwater Management Facility (Roadside Ditches as Linear Pond)
Design stormwater management facilities to meet requirements for stormwater quality treatment
and attenuation. Develop proposed layout (shape, contours, slopes, etc.), perform routing
calculations, and design the outlet control structure.
6.8 Design of Flood Plain Compensation Area (Not applicable to this project)
6.9 Design of Storm Drains (Not applicable to this project)
6.10 Optional Culvert Material
Perform Optional pipe material analysis based on corrosion analysis.
6.11 French Drain Design (Not applicable to this project)
6.12 Drainage Wells (Not applicable to this project)
6.13 Drainage Design Documentation Report
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Compile drainage design documentation into report format. Include documentation for all the
drainage design tasks and associated meetings and decisions, except the Bridge Hydraulics
Report.
6.14 Bridge Hydraulic Report
Calculate hydrology, hydraulics, storm surge, scour, and deck drainage. Prepare report and the
information for the Bridge Hydraulics Recommendation Sheet.
6.15 Temporary Drainage Analysis
6.16 Cost Estimate
6.17 Technical Special Provisions
The Technical Special Provisions shall provide a description of work, materials, equipment and
specific requirements, method of measurement and basis of payment. These provisions shall be
submitted on 8-1/2"x11" sheets and shall not have holes punched or be bound in any way that
would create a problem for high volume reproduction.
6.18 Other Drainage Analysis (Not applicable this project)
6.19 Field Reviews
6.20 Technical Meetings
6.21 Quality Assurance/Quality Control
6.22 Independent Peer Review (Not applicable to this project)
6.23 Supervision
6.24 Coordination
7 UTILITIES
The CONSULTANT shall identify existing/proposed utility facilities, obtain plans and information
from the Utility Agency Owners (UAO), secure agreements, utility work schedules, and
coordinate relocations/adjustments of existing/proposed utilities to certify that no conflicts exist
between existing/proposed utility facilities and the roadway improvement construction project.
7.1 Kickoff Meeting
Prior to any contact with the UAO(s), the CONSULTANT shall meet with the COUNTY and the
Collier County Utility Department to receive guidance, as may be required, to assure that all
necessary coordination will be accomplished in accordance with COUNTY procedures.
CONSULTANT shall bring a copy of the design project work schedule reflecting utility activities.
7.2 Identify Existing/Proposed UAO(s)
The CONSULTANT will identify all utilities in the corridor during the survey phase by calling
Sunshine One-Call of Florida (SSOCOF) and shall coordinate with each company to verify that
all existing utilities are designated in the field prior to completing the topographic survey. As-built
documentation shall be requested from each UAO for verification of complete designation, and a
review will be made to ensure that field designation data is included on the Phase I plans.
Proper identification of design coordination contact information shall be made during this
activity.
7.3 Make Utility Contacts
First Contact: Send letters and two sets of plans to each utility. Includes contact by phone for
meeting coordination. Request type, size, location, easements, cost for compensable relocation,
and justification for any utility exceptions. Include the meeting schedule (if applicable) and the
design schedule. Include typical meeting agenda.
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Second Contact: At a minimum of four (4) weeks prior to the meeting, the CONSULTANT shall
transmit two (2) complete sets of 60% plans to each UAO having facilities located within the
project limits, and one (1) set each to the COUNTY/OWNER Offices.
7.4 Exception Coordination (Not applicable for this project)
7.5 Preliminary Utility Meeting
The CONSULTANT shall schedule (time and place), notify participants, and conduct a
preliminary utility meeting with all identified UAO(s) for the purpose of presenting the project,
review the current design schedule, evaluate the utility information collected, provide follow-up
information on compensable interest requests, discuss the utility work by highway contractor
option with each utility, and discuss any future design issues that may impact utilities. This is
also an opportunity for the UAO(s) to present proposed facilities. The CONSULTANT shall keep
accurate minutes and distribute a copy to all attendees.
7.6 Individual/Field Meetings
The CONSULTANT shall meet with each UAO separately throughout the project design duration
to provide guidance in the interpretation of plans, review changes to the plans and schedules,
optional clearing and grubbing work, and assist in the development of the UAO(s) plans and
work schedules. The CONSULTANT is responsible for motivating the UAO to complete and
return the necessary documents after each Utility Contact or Meeting.
7.7 Collect and Review Plans and Data from UAO(s)
CONSULTANT shall make determinations (Compensable Interest, Easements, Coordinate,
Analyze); ensure information (utility type, material and size) is sent to the designer for inclusion
in the plans; and coordinate programming of funds.
7.8 Subordination of Easements Coordination (Not applicable for this project)
7.9 Utility Design Meeting
At a minimum of three (3) weeks prior to the meeting, the CONSULTANT shall transmit two (2)
complete sets of the 60% plans to each UAO having facilities located within the project limits,
and one set to the COUNTY Offices. The CONSULTANT shall schedule (time and place), notify
participants, and conduct a Utility meeting with all UAO(s) that are identified. The
CONSULTANT shall be prepared to discuss drainage, traffic signalization, maintenance of traffic
(construction phasing), review the current design schedule and letting date, evaluate the utility
information collected, provide follow-up information on compensable interest requests, discuss
the utility work by highway contractor option with each utility, 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 maintenance of traffic with each UAO.
The intent of this meeting shall be to identify and resolve conflicts between utilities and
proposed construction prior to completion of the plans, including utility adjustment details. Also
recommend resolution between known utility conflicts with proposed construction plans as
practical. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy
to all attendees.
7.10 Review Utility Markups and Work Schedules and Processing of Schedules and
Agreements
Review utility marked up plans individually as they are received for content and coordinate
review with the designer. Send color markups and schedules to the appropriate COUNTY
office(s) for review and comment if required by the COUNTY.
7.11 Utility Coordination/Follow-up
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The CONSULTANT shall review FOOT standards, policies, procedures, and design criteria that
are followed concerning utility coordination. The FOOT standards, policies, procedures, and
design criteria are contained in the current adopted Design Standards, Standard Specifications
for Road and Bridge Construction, Rule 14-46.001 (Utility Accommodation Manual), Utility
User's Guide, and any Supplemental Specification, Provision, or Agreement attached to this
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. The Utility Coordination Manager
shall be required to satisfactorily demonstrate to the COUNTY/OWNER that they have the
following knowledge, skills, and expertise:
A minimum of 4 years of experience performing utility coordination in accordance with FOOT,
FHWA, and ASHTO standards, policies, and procedures.
A thorough knowledge of the FOOT plans production process and District utility coordination
practices.
A thorough knowledge of OWNER agreements, standards, policies, and procedures.
The Utility Coordination Manager shall be responsible for, but not limited to, the following:
Making sure Utility Coordination and design is conducted in accordance to the FOOT, FHWA,
and ASHTO standards, policies, procedures, and design criteria.
Assisting the engineer of record in identifying all existing utilities and coordinating any new
installations.
Scheduling and performing utility coordination meetings, keeping and distribution of
minutes/action items of all utility meetings, and ensuring expedient follow-up on all unresolved
issues.
Distributing all plans, conflict matrixes and changes to affected utility owners and making sure
this information is properly coordinated.
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.
Assisting the Engineer of Record with resolving utility conflicts.
Review and notify the COUNTY that all Utility Work Schedules are correct and in accordance
with the FOOT's standards, policies, and procedures.
Prepare, review and process all utility related reimbursable issues inclusive of betterment and
salvage determination.
The CONSULTANT'S utility coordination work shall be performed and directed by the identified
Utility Coordination Manager that was identified and approved by the COUNTY.
Any proposed change, of the approved Utility Coordination Manager, shall be subject to review
and approval by the COUNTY prior to any change being made in this contract.
7.12 Utility Constructability Review
Review utility schedules against construction contract time, and phasing for compatibility.
Coordinate with COUNTY.
7.13 Additional Utility Services
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CONSULTANT will prepare a utility conflict matrix based upon information supplied by the
UAO(s). Coordinate underground locate requirements with SUE staff.
7.14 Processing Utility Work by Highway Contractor (UWHC) (Not applicable for this project)
7.15 Contract Plans to UAO(s)
This includes transmittal of the contract plans as processed for letting.
7.16 Certification/Close-Out
This includes hours for transmitting utility files to the COUNTY/Collier County Utility Department
and preparation of the Utility Certification Letter. The CONSULTANT shall certify to the
appropriate COUNTY representatives the following:
All utility negotiations (Full execution of each agreement, approved Utility Work Schedules,
technical special provisions written, etc.) have been completed with arrangements made for
utility work to be undertaken and completed as required for proper coordination with the physical
construction schedule.
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.
7.17 Other Utilities
The CONSULTANT shall design and prepare permit applications for relocation of the
Everglades City Water line attached to the existing bridge. In addition, CONSULTANT will
design and permit relocation of the Everglades City subaqueous Sewer force main(s) located
adjacent to the existing bridge, if directed by COUNTY. Fees for services related to the sewer
line(s) will be considered additional services.
8 ENVIRONMENTAL PERMITS
The CONSULTANT shall notify the COUNTY's Design Project Manager, and other appropriate
personnel in advance of all scheduled meetings with the regulatory agencies to allow a Collier
County representative to attend. The CONSULTANT shall copy the COUNTY's Design Project
Manager on all permit related correspondence and meetings.
8.1 Preliminary Project Research
The CONSULTANT shall perform preliminary project research and shall be responsible for early
identification of and coordination with the appropriate regulatory agencies to assure that design
efforts are properly directed toward permit requirements.
8.2 Complete Permit Involvement Form
The CONSULTANT shall document permit involvement in coordination with the COUNTY's
Design Project Manager. To be done upon completion of preliminary project research.
8.3 Establish Wetland Jurisdictional Unes
The CONSULTANT shall collect all data and information necessary to determine the boundaries
of wetlands and surface waters defined by the rules or regulations of each agency processing or
reviewing a permit.
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It is the intent of the COUNTY to "preserve the quality of our environment." In keeping with this
goal, the, COUNTY requires that the Consultant Designers meet the following environmental
agency permit requirements:
In general, MECHANICAL clearing and grubbing (construction activities) or VEHICULAR
intrusion in jurisdictional wetlands requires a Dredge and Fill permit from the State and Federal
permitting agencies for permanent or temporary impacts to wetlands.
It is the COUNTY's intent to document impacts within the Limits of Construction (LOC) plus a
"buffer zone" of 5 feet outside each LOC line. If the right of way line is within 5 feet of the LOC,
then the impact is to the right of way line. The CONSULTANT is responsible for identifying if the
footprint for construction of the project, as well as wetland impacts, can fit within the right of way.
The CONSULTANT is to stake or flag the State and Federal jurisdictional lines. A registered
surveyor will be required to survey these jurisdictional lines. The consultant must remove all
stakes or flags after the environmental permits are approved.
The contractor is to be provided, in the plans, survey points to delineate or flag the wetlands that
are NOT TO BE IMPACTED. It is the contractor's responsibility to flag or stake these areas prior
to construction beginning and maintain them throughout construction. The CONSULTANT will
identify this responsibility of the contractor clearly in the plans.
The plans shall clearly show the jurisdictionallines(s). The jurisdictional areas that are impacted
shall be clearly designated and noted "Construction activities allowed." Jurisdictional areas that
are not to be impacted and are to remain undisturbed throughout construction should be clearly
designated and noted "Construction activities not allowed."
The CONSULTANT shall include a section in the roadway component set of plans to reflect the
items above. This section shall also include a Tabulation Sheet or Block defining the
undisturbed wetlands by x, y coordinates or station and offsets. The disturbed wetlands shall
also be tabulated in square feet (or acres) indicating the area impacted. This section shall
include any general or project specific environmental notes.
In areas where no wetland impacts are anticipated, the plans will clearly show the "Safe Upland
Line"**. Areas outside this line shall be labeled or noted "Construction Activities Not Allowed".
** According to the US Army Corps of Engineers, a Safe Upland is any area that does not qualify
as a wetland because the associated hydrologic regime is not sufficiently wet to elicit
development of vegetation, soils, and/or hydrologic characteristics associated with wetlands.
The Consultant/Designer shall locate this line in a manner that allows the Contractor to
reproduce this line in the field - station and offset, or state plan coordinates.
8.4 Agency Verification of Wetland Data
The CONSULTANT shall be responsible for verification of wetland data identified in Section 8.3
and coordinating regulatory agency field reviews, including finalization of wetland assessments
with applicable agencies.
8.5 Complete and Submit All Required Permit Applications
The CONSULTANT and the County's design Project Manager will have a Pre-Application
meeting with the permitting agencies for the project before preparing a permit packages as
identified in the Project Description section 2.4.
The CONSULTANT shall collect all of the data and information necessary to obtain the
environmental permits required to construct the project.
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The CONSULTANT shall prepare each permit application for COUNTY approval in accordance
with the rules and/or regulations of the environmental agency responsible for issuing a specific
permit and/or authorization to perform work.
8.6 The CONSULTANT shall prepare Dredge and Fill Sketches to meet the permitting
agency criteria.
8.7 Prepare USCG Permit Sketches per Agency Criteria
The CONSULTANT shall prepare USCG Permit Sketches to meet the permitting agency criteria.
8.8 The CONSULTANT shall prepare Easement Sketches to meet the permitting agency
criteria.
8.9 The CONSULTANT shall prepare Right-of-Way Occupancy Sketches.
8.10 Prepare Coastal Construction Control Line (CCCL) Permit Sketches per Agency Criteria
8.11 Temporary clearing permit (To be supplied by COUNTY)
8.12 Mitigation Coordination and Meetings
The CONSULTANT shall coordinate with the COUNTY's Design Project Manager prior to
approaching any environmental permitting or reviewing agencies. The COUNTY and
CONSULTANT will agree on a mitigation course of action. CONSULTANT will then be
responsible for coordinating the proposed mitigation plan with the environmental agencies.
8.13 Mitigation Design
If wetland impacts cannot be avoided, the CONSULTANT shall prepare a mitigation plan to be
included as a part of the Environmental Resource or Wetlands Resource Permit applications.
This scope of work and fee assumes mitigation banking. Any mitigation design will be
considered additional services.
Prior to the development of alternatives, the CONSULTANT shall meet with the COUNTY to
determine the COUNTY's policies in proposing mitigation. The CONSULTANT shall proceed in
the development of a mitigation plan based upon the general guidelines provided by the
COUNTY.
The CONSULTANT will be directed by the COUNTY to investigate the following methods of
mitigation:
Payment by COUNTY to DEPIWMD per acre of wetlands impacted as defined in CH 373.4137
FS.
Monetary participation (paid by COUNTY) in offsite regional mitigation plans.
Monetary participation (paid by COUNTY) in a private mitigation bank.
8.14 Environmental Clearances
The CONSULTANT shall provide engineering support for the COUNTY to obtain clearances for
all changes to the project after the construction is completed. These changes include but are not
limited to project site, mitigation sites identified, land use or environmental changes, and
significant design changes.
8.15 Technical Meetings
At the Pre-construction Conference, the EOR must be prepared to discuss the Erosion Control
Plan, including environmentally sensitive areas, and known risk, proposed avoidance measures,
and the special requirements listed in the permit for this project. Payment for attending the
Pre-construction Conference will be made through Post Design Services
8.16 Quality Assurance/Quality Control
8.17 Supervision
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8.18 Coordination
9 STRUCTURES.SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS
The CONSULTANT shall analyze and design all structures in accordance with applicable
provisions as defined in Section 2.20, Provisions for Work. Contract documents shall display
economical solutions for the given conditions.
The CONSULTANT shall provide Design Documentation to the COUNTY with each submittal
consisting of structural design calculations and other supporting documentation developed
during the development of the plans. The design calculations submitted shall adequately
address the complete design of all structural elements. These calculations shall be neatly and
logically presented on 8-1/2"'x11" paper (where possible) and all sheets shall be numbered. The
final design calculations shall be signed and sealed by a Florida registered professional
engineer. A cover sheet indexing the contents of the calculations shall be included and the
engineer shall sign and seal that sheet. All computer programs and parameters used in the
design calculations shall include sufficient backup information to facilitate the review task.
9.1 Index of Drawings
9.2 Project Layout (Not applicable for this project)
9.3 General Notes and Bid Item Notes
9.4 Incorporate Florida Department of Transportation Standards
9.5 Incorporate Report of Core Borings
9.6 Existing Bridge Plans (if available)
9.7 Computation Book and Quantities
9.8 Cost Estimate
9.9 Technical Special Provisions
9.10 Field Reviews
9.11 Technical Meetings
9.12 Quality Assurance/Quality Control
9.13 Independent Peer Review
9.14 Supervision
9.15 Coordination
10 STRUCTURES. BRIDGE DEVELOPMENT REPORT
The Consultant shall prepare a Bridge Development Report (BDR). The BDR shall be submitted
as part of the Phase I Submittal, General Requirements.
General Requirements:
10.1 Bridge Geometry
10.2 Ship Impact Data Collection (Not applicable for this project)
10.3 Ship Impact Criteria (Not applicable for this project)
Superstructure Alternatives:
10.4 Short-Span Concrete
10.5 Medium-Span Concrete
10.6 Long Span Concrete (Not applicable for this project)
10.7 Structural Steel (Not applicable for this project)
Foundation and Substructure Alternatives:
10.8 Pier/Bent Types
10.9 Shallow Foundations (Not applicable for this project)
10.10 Deep Foundations
Movable Span and Tasks 10.11 - 10.23 are not applicable for this project.
Other BDR Issues:
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10.24 Aesthetics (Not applicable for this project)
10.25 TCP/Staged Construction Requirements
10.26 Constructability Requirements
10.27 Abutment SlopelWall Evaluation
10.28 Quantity and Cost Estimates
10.29 Quantity and Cost Estimates - Movable Span (Not applicable for this project)
10.30 Wall Type Justification
Report Preparation:
10.31 Exhibits
10.32 Exhibits - Movable Span (Not applicable for this project)
10.33 Report Preparation
10.34 Report Preparation - Movable Span (Not applicable for this project)
10.35 BDR Submittal Package
Preliminary Plans and tasks 10.36-10.48 are not applicable for this project.
11 STRUCTURES - TEMPORARY BRIDGE
The CONSULTANT shall prepare plans for Temporary Bridge(s) at the location(s) specified in
Section 2.5. The CONSULTANT shall contact FOOT Maintenance Central Office to determine
the type and availability of temporary bridge components before deciding on the temporary
bridge type to be used.
General Lavout Design and Plans
11 .1 Overall Bridge Final Geometry
11.2 General Plan and Elevation
11.3 Miscellaneous Details
End Bent Design and Plans
11.4 End Bent Structural Design
11.5 End Bent Details
Intermediate End Bent Design and Plans
11.6 Intermediate Bent Structural Design
11.7 Intermediate Bent Details
Miscellaneous Substructure Design and Plans
11.8 Foundation Layout
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 Lavout Design and Plans
12.1 Overall Bridge Final Geometry
12.2 Expansion/Contraction Analysis
12.3 General Plan and Elevation
12.4 Construction Staging
12.5 Approach Slab Plan and Details
12.6 Miscellaneous Details
End Bent Design and Plans
12.7 End Bent Geometry
12.8 End Bent Structural Design
12.9 End Bent Plan and Elevation
12.10 End Bent Details
. Intermediate End Bent Design and Plans
12.11 Bent Geometry
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12.12 Bent Stability Analysis
12.13 Bent Structural Design
12.14 Bent Plan and Elevation
12.15 Bent Details
Miscellaneous Substructure Desiqn and Plans
12.16 Foundation Layout
Superstructure Desiqn and Plans
12.17 Finish Grade Elevation Calculation
12.18 Finish Grade Elevations
Cast-in-Place Slab Bridqes
12.19 Bridge Deck Design
12.20 Superstructure Plan
12.21 Superstructure Sections and Details
Prestressed Slab Unit Bridqes
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
Reinforcinq Bar Usts
12.27 Preparation of Reinforcing Bar List
Load Ratinq
12.28 Load Ratings
13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE
The CONSULTANT shall prepare plans for Medium Span Concrete Bridge(s) at the location(s)
specified in Section 2.5.
General Lavout Desiqn and Plans:
13.1 Overall Bridge Final Geometry
13.2 Expansion/Contraction Analysis
13.3 General Plan and Elevation
13.4 Construction Staging
13.5 Approach Slab Plan and Details
13.6 Miscellaneous Details
End Bent Desiqn and Plans:
13.7 End Bent Geometry
13.8 Wingwall Design and Geometry
13.9 End Bent Structural Design
13.10 End Bent Plan and Elevation
13.11 End Bent Details
Intermediate End Bent Desiqn and Plans:
13.12 Bent Geometry
13.13 Bent Stability Analysis
13.14 Bent Structural Design
13.15 Bent Plan and Elevation
13.16 Bent Details
Pier Design and Plans and Tasks 13.17 - 13.21 are not applicable for this project.
Miscellaneous Substructure Desiqn and Plans:
13.22 Foundation Layout
13.23 Fender System (Not applicable for this project)
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Superstructure Deck DesiQn and Plans:
13.24 Finish Grade Elevation (FGE) Calculation
13.25 Finish Grade Elevations
13.26 Bridge Deck Design
13.27 Bridge Deck Reinforcing and Concrete Quantities
13.28 Diaphragm Design/Jacking Loads
13.29 Superstructure Plan
13.30 Superstructure Section
13.31 Miscellaneous Superstructure Details
ReinforcinQ Bar Lists:
Reinforcing Bar List
Continuous Concrete Girder DesiQn and Tasks 13.33 - 13.48 are not applicable for this project.
Simple Span Concrete DesiQn:
13.49 Pre-stressed Beam
13.50 Pre-stressed Beam Schedules
13.51 Framing Plan
Load RatinQ:
13.53 Load Ratings
14 STRUCTURES - STRUCTURAL STEEL BRIDGE and tasks 14.1 - 14.60 are not
applicable for this project.
15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE and Tasks 15.1 - 15.77 are not
applicable for this project.
16 STRUCTURES - MOVABLE SPAN and tasks 16.1 - 16.102 are not applicable for this
project.
17 STRUCTURES - RETAINING WALL
The CONSULTANT shall prepare plans for Retaining Wall(s) as specified in Section 2.5.
General Requirements
17.1 Key Sheets
17.2 Horizontal Wall Geometry
Permanent Proprietary Walls
17.3 Vertical Wall Geometry
17.4 Semi-Standard Drawings
17.5 Wall Plan and Elevations (Control Drawings)
17.6 Details
Temporary Proprietary Walls
17.7 Vertical Wall Geometry
17.8 Semi-Standard Drawings
17.9 Wall Plan and Elevations (Control Drawings)
17.10 Details
Cast-in-Place Retaining Walls
17.11 Design
17.12 Vertical Wall Geometry
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17.13 General Notes
17.14 Wall Plan and Elevations (Control Drawings)
17.15 Sections and Details
17.16 Reinforcing Bar Ust
Other Retaininq Walls and Bulkheads
17.17 Design
17.18 Vertical Wall Geometry
17.19 General Notes, Tables and Miscellaneous Details
17.20 Wall Plan and Elevations
17.21 Details
18 STRUCTURES - MISCELLANEOUS and tasks 18.1 - 18.22 are not applicable for this
project.
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
Consultant shall perform a speed study to establish an appropriate design speed for the project.
19.2 No Passing Zone Study (Not applicable for this project)
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 FOOT 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 Ughting/Electrical Calculations (Not applicable for this project)
19.7 Quantities
Includes all work required to determine the quantities of each plan sheet.
19.8 Computation Book
19.9 Cost Estimates
19.10 Technical Special Provisions
19.11 Other Signing and Pavement Marking (Not applicable for this project)
19.12 Field Reviews
19.13 Technical Meetings
19.14 Quality Assuranc~/Quality Control
19.15 Independent Peer Review (Not applicable to this task)
19.16 Supervision
19.17 Coordination
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20 SIGNING AND PAVEMENT MARKING PLANS
The CONSULTANT shall prepare and incorporate a set of Signing and Pavement Marking Plans
within the Roadway Plan Set in accordance with the Plans Preparation Manual that includes the
following.
20.1 Key Sheet (Not applicable for this project)
20.2 Summary of Pay Items (N/A, quantities shown on the roadway summary of pay item
sheets)
20.3 Tabulation of Quantities
20.4 General Notes/Pay Item Notes
20.5 Project Layout (Not applicable for this project)
20.6 Plan Sheets
20.7 Typical Details
20.8 Guide Sign Work Sheet(s) (Not applicable for this project)
20.9 Traffic Monitoring Site (Not applicable for this project)
20.10 Cross Sections (Not applicable for this project)
20.11 Special Service Point Details (Not applicable for this project)
20.12 Special Details
20.13 Interim Standards (Not applicable for this project)
20.14 Quality Assurance/Quality Control
20.15 Supervision
21 SIGNALIZATION ANALYSIS and Tasks 21.1 - 21.19 are not applicable for this project.
22 SIGNALIZATION PLANS and Tasks 22.1 - 22.18 are not applicable for this project.
23 LIGHTING ANALYSIS
The CONSULTANT shall analyze and document Lighting Tasks for navigational lighting only in
accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and
current design memorandums.
23.1 Lighting Justification Report (Not applicable for this project)
23.2 Lighting Design Analysis Report (Not applicable for this project)
23.3 Aeronautical Evaluation (Not applicable for this project)
23.4 Voltage Drop Calculations
23.5 FDEP Coordination and Report (Not applicable for this project)
23.6 Reference and Master Design Files
23.7 Temporary Lighting (Not applicable for this project)
23.8 Design Documentation (Not applicable for this project)
23.9 Quantities
23.10 Cost Estimate
23.11 Technical Special Provisions
23.12 Other Lighting Analysis
23.13 Field Reviews
23.14 Technical Meetings
23.15 Quality Assurance/Quality Control
23.16 Independent Peer Review (Not applicable for this task)
23.17 Supervision
23.18 Coordination
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24 LIGHTING PLANS
The CONSULTANT shall prepare a set of Plans for navigational lighting only in accordance with
the Plans Preparation Manual, which includes the following:
24.1 Key Sheet (Not applicable for this project)
24.2 Summary of Pay Item Sheet Including CES Input (Not applicable for this project)
24.3 Tabulation of Quantities (Not applicable for this project)
24.4 General Notes/Pay Item Notes
24.5 Pole Data and Legend & Criteria
24.6 Service Point Details
24.7 Project Layout (Not applicable for this project)
24.8 Plan Sheet
24.9 Special Details
24.10 Temporary Lighting Data and Details (Not applicable for this project)
24.11 Traffic Control Plan Sheets (Not applicable for this project)
24.12 Interim Standards (Not applicable for this project)
24.13 Quality Assurance/Quality Control
24.14 Supervision
25 LANDSCAPE ARCHITECTURE ANALYSIS
The CONSULTANT shall analyze and document Landscape Architecture Tasks in accordance
with all applicable manuals, guidelines, standards, handbooks, procedures, and current design
memorandums.
25.1 Data Collection
All research required to collect data necessary to complete the initial design analysis. Includes
identifying local ordinances, solicitation and documentation of COUNTY goals, and collection of
other project data.
25.2 Site Inventory and Analysis
Includes identification of opportunities and constraints for the proposed project based on
existing site conditions. Summary of analysis, if required, is included in conceptual design.
25.3 Planting Design (Not applicable for this project)
25.4 Irrigation Design (Not applicable for this project)
25.5 Hardscape Design
Conceptual design - scheme development and preliminary costs: Preliminary delineation of
areas and elements to be included in Master Plan, including, kiosks, parking, sidewalks, fishing
areas, etc.
Final Design: Site Plan of future recreational improvements and identification of likely service
requirements.
25.6 Computation Book and Quantities (Not applicable for this project)
25.7 Conceptual Cost Estimates
25.8 Technical Special Provisions (Not applicable for this project)
25.9 Other Landscape Architecture (Not applicable for this project)
25.10 Outdoor Advertising (Not applicable for this project)
25.11 Field Reviews
25.12 Technical Meetings
25.13 Quality Assurance/Quality Control
25.14 Independent Peer Review (Not applicable for this task)
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25.15 Supervision
25.16 Coordination
26 LANDSCAPE ARCHITECTURE PLANS
The CONSULTANT shall prepare a set of Landscape Plans which includes the following.
26.1 Key Sheet
26.2 Tabulation of Quantities (Not applicable for this project)
26.3 General Notes (Not applicable for this project)
26.4 Tree and Vegetation Inventory, Protection and Relocation Plans (Not applicable for this
project)
26.5 Planting Plans for Unear Roadway Projects (Not applicable for this project)
26.6 Planting Plans (Interchanges and Toll Plazas) (Not applicable for this project)
26.7 Planting Details and Notes (Not applicable for this project)
26.8 Irrigation Plans for Linear Roadway Project (Not applicable for this project)
26.9 Irrigation Plans for Interchange and Toll Plazas (Not applicable for this project)
26.10 Irrigation Details and Notes (Not applicable for this project)
26.11 Hardscape Plans
26.12 Hardscape Details and Notes
26.13 Maintenance Plan (Not applicable for this project)
26.14 Cost Estimate
The CONSULTANT shall prepare a general opinion of probable cost for recreational
improvements for budgeting purposes only.
26.15 Quality Assurance/Quality Control
26.16 Supervision
27 SURVEY
The CONSULTANT shall perform survey tasks in accordance with all applicable statutes,
manuals, guidelines, standards, handbooks, procedures, and current design memoranda. The
survey CONSULTANT shall perform all survey services necessary to prepare the plans for the
subject project. Survey work shall be accomplished in accordance with the COUNTYs Surveying
procedure and special instructions below.
CONSULTANT shall submit all survey notes and computations to document the surveys. All
field survey work shall be recorded in approved media and submitted to the COUNTY. Field
books submitted to the COUNTY must be of an approved type. The field books shall be certified
by the surveyor in responsible charge of work being performed before the final product is
submitted.
The survey notes shall include documentation of decisions reached from meetings, telephone
conversations or site visits. All like work (such as bench lines, reference points, etc.) shall be
recorded contiguously. The COUNTY may not accept field survey radial locations of section
corners, platted subdivision lot and block corners, alignment control points, alignment control
reference points and certified section corner references. The COUNTY may instead require that
these points be surveyed by true line, traverse or parallel offset.
27.1 Horizontal Project Network Control (HPNC)
Establish or recover HPC, for the purpose of establishing horizontal control on the Florida State
Plane Coordinate System or datum approved by the COUNTY; may include primary or
A-37
secondary control points. Includes analysis and processing of all field collected data, and
preparation of forms.
27.2 Vertical Project Network Control (VPNC)
Establish or recover VCP, for the purpose of establishing vertical control on datum approved by
the COUNTY; 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 Lines
Establish, recover or re-establish project alignment. Also includes analysis and processing of all
field collected data, existing maps, and/or reports for identifying mainline, ramp, offset, or
secondary alignments. Depict alignment and/or existing RIW lines (in required format) per
COUNTY RIW Maps, platted or dedicated rights of way.
27.4 Aerial Targets (Not applicable for this project)
27.5 Reference Points
Reference HPNC points, project alignment, vertical control points, section, ~ section, center of
section corners and G.L.O. corners as required.
27.6 Topography/DTM (3D)
Locate all above ground features and improvements for the limits of the project by collecting the
required data for the purpose of creating a DTM with sufficient density. Shoot all break lines,
high and low points. Effort includes field edits, analysis and processing of all field collected data,
existing maps, and/or reports.
27.7 Planimetric (20)
Locate all above ground features and improvements. Deliver in appropriate electronic format.
Effort includes field edits, analysis and processing of all field collected data, existing maps,
and/or reports.
27.8 Roadway Cross Sections/Profiles
Perform cross sections or profiles. May include analysis and processing of all field-collected
data for comparison with DTM.
27.9 Side Street Surveys (Not applicable for this project)
27.10 Underground Utilities
Designation includes 2-dimensional collection of existing utilities and selected 3-dimensional
verification as needed for designation. Location includes non-destructive excavation to
determine size, type and location of existing utility, as necessary for final 3-dimensional
verification. Survey includes collection of data on points as needed for designates and locates.
Includes analysis and processing of all field collected data, and delivery of all appropriate
electronic files.
27.11 Outfall Survey (Not applicable for this project)
27.12 Drainage Survey
Locate underground data (XYZ, pipe size, type, condition and flow line) that relates to above
ground data. Includes field edits, analysis and processing of all field collected data, existing
maps, and/or reports.
27.13 Bridge Survey
Locate required above ground features and improvements for the limits of the bridge. Includes
field edits, analysis and processing of all field collected data, existing maps, and/or reports.
27.14 Channel Survey .
Locate all topographic features and improvements for the limits of the project by collecting the
required data. Includes field edits, analysis and processing of all field collected data, maps,
and/or reports.
27.15 Pond Site Survey (Not applicable for this project)
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27.16 Mitigation Survey (Not applicable for this project)
27.17 Jurisdiction Une Survey
Perform field location (2-dimensional) of jurisdiction limits as defined by respective authorities,
also includes field edits, analysis and processing of all field collected data, preparation of
reports.
27.18 Geotechnical Support
Perform 3-dimensional (X,Y,Z) field location, or stakeout, of boring sites established by
geotechnical engineer. Includes field edits, analysis and processing of all field collected data
and/or reports.
27.19 Sectional/Grant Survey
Perform field location/placement of section corners, 1/4 section corners, and fractional corners
where pertinent. Includes analysis and processing of all field-collected data and/or reports.
27.20 Subdivision Location (Not applicable for this project)
27.21 Maintained R/W
Perform field location (2-dimensional) of maintained R/W limits as defined by respective
authorities, if needed. Also includes field edits, analysis and processing of all field collected
data, preparation of reports.
27.22 Boundary Survey
Perform boundary survey as defined by COUNTY standards. Includes analysis and processing
of all field-collected data, preparation of reports.
27.23 Water Boundary Survey
Perform Mean High Water, Ordinary High Water and Safe Upland Line surveys as required by
COUNTY standards.
27.24 Right of Way Staking
Perform field staking and calculations of existing/proposed R/W lines for on-site review
purposes.
27.25 Right of Way Monumentation
Set RIW monumentation as depicted on final RIW maps for corridor and water retention areas.
27.26 Line Cutting
Perform all efforts required to clear vegetation from the line of sight.
27.27 Work Zone Safety
Provide work zone as required by COUNTY standards.
27.28 Miscellaneous Surveys
Refer to tasks of this document, as applicable, to perform surveys not described herein. The
percent for Supplemental will be determined at negotiations. This item can only be used if
authorized in writing by the COUNTY or their representative.
27.29 Supplemental Surveys (Not applicable for this project)
27.30 Document Research
Perform research of documentation to support field and office efforts involving surveying and
mapping.
27.31 Field Review
Perform verification of the field conditions as related to the collected survey data.
27.32 Technical Meetings
Attend meetings as required and negotiated by the Surveying and Mapping COUNTY.
27.33 Quality Control/Quality Assurance
Establish and implement a QAQC plan. Also includes subconsultant review, response to
comments and any resolution meetings if required, preparation of submittals for review, etc.
27.34 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
District Surveying Office.
A-39
27.35 Coordination
Coordinate survey activities with other disciplines. Unit is based on 3 percent of office support
hours from tasks 1 through 28, where applicable.) These activities must be performed by the
project supervisor, a Florida P.S.M. or their delegate as approved by the District Surveying
Office.
28 PHOTOGRAMMETRY and tasks 28.1-28.19 are not applicable for this project
29 MAPPING
The CONSULTANT will be responsible for the preparation of control survey maps, right of way
maps, maintenance maps, sketches and legal descriptions and Reports as required for this
project in accordance with all applicable Manuals, Procedures, Handbooks, and Florida
Statutes. All maps, surveys and legal descriptions will be prepared under the direction of a
Florida Professional Surveyor and Mapper (PSM) to Collier County size and format
requirements utilizing approved software, and 'will be designed to provide a high degree of
uniformity and maximum readability. The CONSULTANT will submit maps, legal descriptions,
quality assurance check prints, checklists, electronic media files and any other documents as
required for this project to the COUNTY for review at beginning at the 60% Phase submittal.
30 GEOTECHNICAL
The CONSULTANT shall, for the project, be responsible for a complete geotechnical
investigation. Work performed by the CONSULTANT shall be in general accordance with the
FOOT practices as directed by the COUNTY. Prior to beginning each phase of investigation
and after the Notice to Proceed is given, the CONSULTANT shall submit an investigation plan
for approval by the COUNTY and meet with the COUNTY representative to review the project
scope and requirements. The investigation plan shall include, but not be limited to, the proposed
boring locations and depths, and all existing geotechnical information from available sources to
generally describe the surface and subsurface conditions of the project site. Additional meetings
may be required to plan any additional field efforts, review plans, resolve plans/report
comments, resolve responses to comments, and/or any other meetings necessary to facilitate
the project.
The CONSULTANT shall notify the COUNTY in adequate time to schedule a representative to
attend all related meetings and field activities.
The CONSULTANT shall be responsible for coordination of all geotechnical related fieldwork
activities. The CONSULTANT shall retain all samples until acceptance of final plans. Rock cores
shall be retained as directed by the COUNTY.
A-40
31 ARCHITECTURE DEVELOPMENT and tasks 31.1 - 31.139 are not applicable for this
not applicable for this project.
34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS and tasks 34.1 - 34.20 are not
applicable for this project.
35 PROJECT REQUIREMENTS
35.1 Liaison Office
The COUNTY and the CONSULTANT will designate a Liaison Office and a Project Manager
who shall be the representative of their respective organizations for the Project. While it is
expected the CONSULTANT shall seek and receive advice from various state, regional, and
local agencies, the final direction on all matters of this project remain with the COUNTY's
Design Project Manager.
35.2 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.
35.3 Progress Reporting
The CONSULTANT shall meet with the COUNTY as required and shall provide a written
progress and schedule status reports that describe the work performed on each task. Progress
and schedule status reports shall be delivered to the COUNTY concurrently with the monthly
invoice. The Design Project Manager will make judgment on whether work of sufficient quality
and quantity has been accomplished by comparing the reported percent complete against actual
work accomplished.
35.4 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.
35.5 Professional Endorsement
The CONSULTANT shall have a Registered Professional Engineer in the State of Florida sign
and seal all reports, documents, and plans as required by FOOT standards.
35.6 Computer Automation
The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems.
The FOOT makes available software to help assure quality and conformance with policy and
procedures regarding CADD. It is the responsibility of the CONSULTANT to meet the
requirements in the FOOT's CADD Manual. The CONSULTANT will submit final documents and
files as described therein or as amended by this Scope of Services. The Engineer of Record
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must certify that the electronic plans and documents for the project meet the requirements of the
FOOT's CAOO Manual.
35.7 Coordination with Other Consultants
The CONSULTANT is to coordinate his work with any and all adjacent and integral consultants
so as to effect complete and homogenous plans and specifications for the project(s) described
herein.
36 INVOICING LIMITS
Payment for the work accomplished will be in accordance with Method of Compensation of this
contract. Invoices shall be submitted in a format prescribed by the COUNTY. The COUNTY
Project Manager and the -CONSULTANT shall monitor the cumulative invoiced billings to ensure
the reasonableness of the billings compared to the project schedule and the work accomplished
and accepted by the COUNTY. The CONSULTANT will provide a list of key events and the
associated total percentage of work considered to be complete at each event. This list will be
used to control invoicing.
Payments will not be made that exceed the percentage of work for any event until those events
have actually occurred and the results are acceptable to the COUNTY.
A-42
SCHEDULE B
BASIS OF COMPENSATION
LUMP SUM
1. MONTHLY STATUS REPORTS
B.1.1 As a condition precedent to payment, CONSULTANT shall submit to OWNER as part of
its monthly invoice a progress report reflecting the Project design and construction status, in
terms of the total work effort estimated to be required for the completion of the Basic Services
and any then-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.
B 1.1.1 All monthly status reports and invoices shall be mailed to the attention of Marlene
Messam, PE, Senior Project Manager, 2885 South Horseshoe Drive, Naples, FL 34104.
2. COMPENSATION TO CONSULTANT
8.2.1. For the Basic Services provided for in this Agreement, OWNER agrees to make the lump
sum 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 all services associated with any such line item have been
completed to OWNER'S reasonable satisfaction.
ITEM LUMP SUM FEE FOR: FEE PAYMENT SCHEDULE
1. Phase I - 30% Submittal $ 167,000.00 Monthly Upon Percent Complete of Task
2. Phase II - 60% Submittal $ 119,000.00_ Monthly Upon Percent Complete of Task
3. Phase III - 90% Submittal $ 81,000.00 Monthly Upon Percent Complete of Task
4. Phase IV - 100% Submittal $ 45,000.00_ Monthly Upon Percent Complete of Task
Lump Sum Total $412,000.00
5. Post Design Services Not to Exceed Time and Material
$38,000.00
TOTAL FEE (Total Items 1-5) $ 450,000.00
B.2.2. The fees noted in Section 2.1. shall constitute the lump sum amount of Four Hundred Fifty
Thousand Dollars ($412.000.00) and Post Design Services on a Time and Material Basis
Not to Exceed $38,000 to be paid to CONSULTANT for the performance of the Basic
Services.
B.2.3. For Additional Services provided pursuant to Article 2 of the Agreement, if any, OWNER
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
B-1
provision of Section 3.4.1 below. There shall be no overtime pay on Additional Services
without OWNER'S prior written approval.
B.2.4. The compensation provided for under Sections 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.2.5 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 OWNER, pending resolution
of the dispute provided that OWNER continues to pay to CONSULTANT all amounts that
OWNER does not dispute are due and payable.
3. SCHEDULE OF PAYMENTS:
8.3.1. CONSULTANT shall submit, with each of the monthly status reports provided for under
Section 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. 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 Owner. Additionally, the number
of the purchase order granting approval for such services shall appear on all invoices.
B.3.1.1 Payments will be made for services furnished, delivered, and accepted, upon receipt
and approval of invoices submitted on the date of services or within six (6) months after
completion of contract. Any untimely submission of invoices beyond the specified
deadline period is subject to non-payment under the legal doctrine of "laches" as untimely
submitted. Time shall be deemed of the essence with respect to the timely submission of
invoices under this agreement.
B.3.2. Invoices not properly prepared (mathematical errors, billing not reflecting actual work
done, no signature, etc.) shall be returned to CONSULTANT for correction. Invoices
shall be submitted on CONSULTANT'S letterhead and must include the Purchase Order
Number and Project name and shall not be submitted more than one time monthly.
B.3.3 Payments for Additional Services of CONSULTANT as defined in Article 2 hereinabove
and for reimbursable expenses will be made monthly upon presentation of a detailed
invoice with supporting documentation.
B.3.4 Unless specific rates have been established in Attachment 1, attached to this Schedule
B, CONSULTANT agrees that, with respect to any subconsultant or subcontractor to be
utilized by CONSULTANT for Additional Services, CONSULTANT shall be limited to a
maximum markup of 5% on the fees and expenses associated with such subconsultants
and subcontractors.
B-2
B.3.4.1 Reimbursable Expenses associated with Additional Services must comply with
section 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:
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 OWNER.
Such expenses, if approved by OWNER, may include coach airfare,
standard accommodations and meals, all in accordance with section
112.061, F.S. Further, such expenses, if approved by OWNER, 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 OWNER.
B.3.4.1.5 Expense of models for the County's use.
8.3.4.1.6 Other items on request and approved in writing by the OWNER.
B.3.4.2 Should a conflict exist between the dollar amounts set forth in Section 112.061,
F.S., and the Agreement, the terms of the Agreement shall prevail.
B-3
SCHEDULE B
RFP # 11-5639 Chokoloskee Bridge (030161) Replacement Project
Professional Services Rate Schedule
Staff Cateaorv
Project Manager
Chief Engineer
Senior Engineer IV
Senior Engineer II
Senior Engineer
Project Engineer
Designer II
Senior Technician
Technician
Clerical
Hourlv Rate
$150.00
$175.00
$150.00
$130.00
$110.00
$ 91.00
$ 86.00
$ 78.00
$ 66.00
$ 50.00
B-4
SCHEDULE B
BASIS OF COMPENSATION
1. PHASE I - 30% SUBMITTAL
Project General Tasks:
Public Involvement, Contract Maintenance, Project
Management, Coordination
Roadway Analysis
Roadway Plans
Drainage Analysis
Utility Data Collection and Coordination
Utility Relocation Plans
Permits
Structures - Miscellaneous Tasks,
Structures - Bridge Development Report
Landscape Architecture Analysis
Landscape Architecture Plans
Survey
Geotechnical
Phase I - Lump Sum
2. PHASE II - 60% SUBMITTAL
Project General Tasks:
Public Involvement, Contract Maintenance, Project
Management, Coordination
Roadway Analysis
Roadway Plans
Drainage Analysis
Utility Coordination & Adjustment Plans
Utility Relocation Plans
Permits
Structures - Progress Plans
Signing & Marking Analysis
Signing & Marking Plans
Lighting Analysis
Lighting Plans
Traffic Control Plans
Landscape - Architecture Plans
Survey and Mapping
Geotechnical
Phase II - Lump Sum
3. PHASE III - 90% SUBMITTAL
Project General Tasks:
Public Involvement, Contract Maintenance, Project
Management, Coordination
Roadway Analysis
B-5
$167,000.00
$119,000.00
Roadway Plans
Drainage Analysis
Utility Coordination & Adjustment Plans
Utility Relocation Plans
Permits
Structures - Bridge Plans
Signing & Marking Analysis
Signing & Marking Plans
Lighting Analysis
Ughting Plans
Traffic Control Plans
Landscape - Hardscape
Specifications
Phase III - Lump Sum
4. PHASE IV -100% SUBMITTAL
Project General Tasks:
Public Involvement, Contract Maintenance, Project
Management, Coordination
Roadway Plans
Utility Relocation Plans
Permits
Structures Plans
Signing & Marking Plans
Lighting Plans
Traffic Control Plans
Landscape - Hardscape
Specifications
Phase IV - Lump Sum
5. POST DESIGN SERVICES
Participate in Pre-Bid Meeting
Respond to Bidder Inquiries
Participate in Construction Meetings
Participate in Field Reviews
Respond to Requests for Information (RFI)
Review Shop Drawings
Coordinate with adjacent Development
Revise plan drawings
SFWMD Certification
Time and Materials - Not to Exceed
TOTAL COST - NOT TO EXCEED
B-6
$81,000.00
$45,000.00
$38.000.00
~450,OOO.00
SCHEDULE C
PROJECT MILESTONE SCHEDULE
Schedule is based on the number of calendar days from issuance of Notice to Proceed.
PHASE CUMMULA TIVE
DURATION DURA TION*
1.
PHASE I - 30% SUBMITTAL
150 Days
120 Days
180 Days
34 Days
2.
PHASE II - 60% SUBMITTAL
3.
PHASE 111- 90% SUBMITTAL
4.
PHASE IV -100% SUBMITTAL
5.
POST DESIGN SERVICES
913 Days
* Includes 21 day phase submittal review time.
C-l
150 Days
291 Days
492 Days
547 Days ( 18 months)
1 ,460 Days (48 months)
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 OWNER or as
specified in this Agreement, whichever is longer.
(4) Certificates of insurance (3 copies) acceptable to the OWNER shall be filed with the
OWNER 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
polices required shall be provided to OWNER, on a timely basis, if requested by OWNER. 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 OWNER. CONSULTANT shall also notify OWNER, 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
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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 OWNER applicable to this Project.
(6) The acceptance by OWNER of any Certificate of Insurance does not constitute
approval or agreement by the OWNER 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 OWNER.
(8) Should at any time the CONSULTANT not maintain the insurance coverages required
herein, the OWNER 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 OWNER for such costs within thirty (30) days after demand,
OWNER has the right to offset these costs from any amount due CONSULTANT under this
Agreement or any other agreement between OWNER and CONSULTANT. The OWNER shall
be under no obligation to purchase such insurance, nor shall it be responsible for the coverages
purchased or the insurance company or companies used. The decision of the OWNER 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
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CONSULTANT shall furnish to the OWNER, 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 OWNER with such renewal certificate(s) shall be deemed a
material breach by CONSULTANT and OWNER may terminate the Agreement for cause.
WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY
Required by this Agreement? ~ Yes No
(1) Workers' Compensation and Employers' Uability 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 (check one)
$100,000 Each Accident
$500,000 Disease Aggregate
$100,000 Disease Each Employee
---2L $1 ,000,000 Each Accident
$1,000,000 Disease Aggregate
$1,000,000 Disease Each Employee
(2) The insurance company shall waive all claims rights against the OWNER and the
policy shall be so endorsed.
(3) United States Longshoreman's and Harborworker's Act coverage shall be maintained
where applicable to the completion of the work.
_ Applicable
X Not Applicable
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(4) Maritime Coverage (Jones Act) shall be maintained where applicable to the
completion of the work.
_ Applicable
X Not Applicable
COMMERCIAL GENERAL LIABILITY
Required by this Agreement? X Yes No
(1) 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 Uability 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 OWNER of the work under this Agreement. Limits of Liability shall not be less than the
following:
_ General Aggregate
Products/Completed Operations Aggregate
Personal and Advertising Injury
Each Occurrence
Fire Damage
_ General Aggregate
Products/Completed Operations Aggregate
Personal and Advertising Injury
Each Occurrence
Fire Damage
X General Aggregate
Products/Completed Operations Aggregate
Personal and Advertising Injury
Each Occurrence
Fire Damage
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$300,000
$300,000
$300,000
$300,000
$ 50,000
$500,000
$500,000
$500,000
$500,000
$ 50,000
$1,000,000
$1,000,000
$1,000,000
$1,000,000
$ 50,000
(2) The General Aggregate Umit 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 Umit 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.
(3) The OWNER, Collier County Government, shall be named as an Additional Insured
and the policy shall be endorsed that such coverage shall be primary to any similar coverage
carried by the OWNER.
(4) Coverage shall be included for explosion, collapse or underground property damage
claims.
(5) Watercraft Liability coverage shall be carried by the CONSULTANT or the
SUBCONSUL TANT in limits of not less than the Commercial General Liability limit shown in
subparagraph (1) above if applicable to the completion of the Services under this Agreement.
_ Applicable
x
Not Applicable
(7) Aircraft Liability coverage shall be carried by the CONSULTANT or the
SUBCONSUL TANT in limits of not less than $5,000,000 each occurrence if applicable to the
completion of the Services under this Agreement.
_ Applicable X Not Applicable
AUTOMOBILE LIABILITY INSURANCE
Required by this Agreement? X Yes No
D-5
(1) Automobile Liability Insurance shall be maintained by the CONSULTANT for the
ownership, maintenance or use of any owned, non-owned or hired vehicle with limits of not less
than:
---1L Bodily Injury & Property Damage - $ 500,000
Bodily Injury & Property Damage - $1,000,000
UMBRELLA LIABILITY
(1) Umbrella Liability may be maintained as part of the liability insurance of the
CONSULTANT and, if so, such policy shall be excess of the Employers' Liability, Commercial
General Uability, and Automobile Liability coverages required herein and shall include all
coverages on a "following form" basis.
(2) 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.
PROFESSIONAL LIABILITY INSURANCE
Required by this Agreement? X
Yes
No
(1) Professional Uability Insurance shall be maintained by the CONSULTANT to insure
its legal liability for claims arising out of the performance of professional services under this
Agreement. CONSULTANT waives its right of recover against OWNER as to any claims under
this insurance. Such insurance shall have limits of not less than:
_ $ 500,000 each claim and in the aggregate
---1L $1,000,000 each claim and in the aggregate
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_ $2,000,000 each claim and in the aggregate
_ $5,000,000 each claim and in the aggregate
(2) Any deductible applicable to any claim shall be the sole responsibility of the
CONSULTANT. Deductible amounts are subject to the approval of the OWNER.
(3) 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 OWNER.
(4) The policy retroactive date will always be prior to the date services were first
performed by CONSULTANT or OWNER, 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 Insurance providing for an unqualified written notice to OWNER of any
cancellation of coverage or reduction in limits, other than the application of the aggregate limits
provision. In addition, CONSULTANT shall also notify OWNER 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. CONSUL TANT shall promptly submit a certified, true copy of the policy and any
endorsements issued or to be issued on the policy if requested by OWNER.
VALUABLE PAPERS INSURANCE
(1) 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.
D-7
PROJECT PROFESSIONAL LIABILITY
(1) If OWNER notifies CONSULTANT that a project professional liability policy will be
purchased, then CONSULTANT agrees to use its best efforts in cooperation with OWNER and
OWNER'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 OWNER. Should no credit accrue to OWNER,
OWNER and CONSULTANT, agree to negotiate in good faith a credit on behalf of OWNER 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.
(2) CONSULTANT agrees to provide the following information when requested by OWNER
or OWNER'S Project Manager:
a. The date the professional liability insurance renews.
b. Current policy limits.
c. Current deductibles/self-insured retention.
d. Current underwriter.
e. Amount (in both dollars and percent) the underwriter will give as a credit if the
policy is replaced by an individual project policy.
f. Cost of professional insurance as a percent of revenue.
g. Affirmation that the design firm will complete a timely project errors and omissions
application.
(3) If OWNER elects to purchase a project professional liability policy, CONSULTANT to be
insured will be notified and OWNER will provide professional liability insurance, naming
CONSULTANT and its professional subconsultants as named insureds.
END OF SCHEDULE 0
D-8
SCHEDULE E
TRUTH IN NEGOTIATION CERTIFICATE
In compliance with the Consultants' Competitive Negotiation Act, Section 287.055, Florida
Statutes, T.Y. Un International 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 11-5639 Design and Related Services for
Chokoloskee Bridge Replacement are accurate. complete and current as of the time of
contracting.
T.Y. Un International
BY: Q~~
/
TITLE: 512. Vlc.e ~ n])ENr
DATE: s: '1'r. /, I 2,011
E-I
SCHEDULE F
KEY PERSONNEL, SUBCONSUL TANTS AND SUBCONTRACTORS
CATEGORY NAME PERCENT
Project Principal James Moreno 1%
Project Manager James Molnar 25%
Chief Engineer Edward Kant 10%
Chief Engineer Boon Chong 3%
Senior Engineer IV Barry Jones 35%
Senior Engineer IV James Rosales 5%
Senior Engineer IV Colin Henderson 10%
Senior Engineer II Rich White 25%
Senior Engineer II Mathew Musante 50%
Project Engineer Leslye Waugh 30%
Designer II Robert Shields 35%
Designer II Daniel Balter 25%
Senior Technician Brian Werner 50%
Clerical Diane Dillon 1%
Subconsultants
Johnson Engineering 20%
PSI 20%
Cella Molnar & Associates 5%
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