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CITY OF FORT WORTH, TEXAS
STANDARD AGREEMENT FOR ENGINEERING RELATED DESIGN SERVICES
This AGREEMENT is between the City of Fort Worth, a Texas home-rule
municipality (the "CITY"), and Dunaway & Associate, L.P., authorized to do business in
Texas, (the "ENGINEER"), for a PROJECT generally described as: Bellaire Park Court
Drainage Improvements.
Article I
Scope of Services
A. The Scope of Services is set forth in Attachment A.
Article II
Compensation
A. The ENGINEER's compensation shall be in the amount of $387,787.00 as
set forth in Attachment B.
Article III
Terms of Payment
Payments to the ENGINEER will be made as follows:
A. Invoice and Payment
(1) The Engineer shall provide the City sufficient documentation, including but
not limited to meeting the requirements set forth in Attachment D to this
AGREEMENT, to reasonably substantiate the invoices.
i2)
(3)
The ENGINEER will issue monthly invoices for all work performed under this
AGREEMENT. Invoices are due and payable within 30 days of receipt.
Upon completion of services enumerated in Article I, the final payment of
any balance will be due within 30 days of receipt of the final invoice.
City of Fort Worth, Texas
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(4) In the event of a disputed or contested billing, only that portion so contested
will be withheld from payment, and the undisputed portion will be paid. The
CITY will exercise reasonableness in contesting any bill or portion thereof.
No interest will accrue on any contested portion of the billing until mutually
resolved.
(5) If the CITY fails to make payment in fult to ENGINEER for billings contested
in good faith within 60 days of the amount due, the ENGINEER may, after
giving 7 days' written notice to CITY, suspend services under this
AGREEMENT until paid in full. In the event of suspension of services, the
ENGINEER shall have no liability to CITY for delays or damages caused the
CITY because of such suspension of services.
Article IV
Obligations of the Engineer
Amendments to Article IV, if any, are included in Attachment C.
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C.
General
The ENGINEER will serve as the CITY's professional engineering
representative under this Agreement, providing professional engineering
consultation and advice and furnishing customary services incidental
thereto.
Standard of Care
The standard of care applicable to the ENGINEER's services will be the
degree of skill and diligence normally employed in the State of Texas by
professional engineers or consultants perForming the same or similar
services at the time such services are perFormed.
Subsurface Investigations
(1) The ENGINEER shall advise the CITY with regard to the necessity for
subcontract work such as special surveys, tests, test borings, or other
subsurFace investigations in connection with design and engineering
work to be perFormed hereunder. The ENGINEER shall also advise
the CITY concerning the results of same. Such surveys, tests, and
investigations shall be furnished by the CITY, unless otherwise
specified in Attachment A.
City of Fort Worth, Texas
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PMO Official Release Date: 1/28/2013
Page 2 of 16
(2) In soils, foundation, groundwater, and other subsurFace investigations,
the actual characteristics may vary significantly between successive
test points and sample intervals and at locations other than where
observations, exploration, and investigations have been made.
Because of the inherent uncertainties in subsurface evaluations,
changed or unanticipated underground conditions may occur that
could affect the total PROJECT cost and/or execution. These
conditions and cost/execution effects are not the responsibility of the
ENGINEER.
D. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the original drawings of all plans in
ink on reproducible mylar sheets and electronic files in .pdf format, or as
otherwise approved by CITY, which shall become the property of the CITY.
CITY may use such drawings in any manner it desires; provided, however,
that the ENGINEER shall not be liable for the use of such drawings for any
project other than the PROJECT described herein.
E. Engineer's Personnel at Construction Site
(1) The presence or duties of the ENGINEER's personnel at a construction site,
whether as on-site representatives or otherwise, do not make the
ENGINEER or its personnel in any way responsible for those duties that
belong to the CITY and/or the CITY's construction contractors or other
entities, and do not relieve the construction contractors or any other entity of
their obligations, duties, and responsibilities, including, but not limited to, all
construction methods, means, techniques, sequences, and procedures
necessary for coordinating and completing all portions of the construction
work in accordance with the Contract Documents and any health or safety
precautions required by such construction work. The ENGINEER and its
personnel have no authority to exercise any control over any construction
contractor or other entity or their employees in connection with their work or
any health or safety precautions.
(2) Except to the extent of specific site visits expressly detailed and set forth in
Attachment A, the ENGINEER or its personnel shall have no obligation or
responsibility to visit the construction site to become familiar with the
progress or quality of the completed work on the PROJECT or to determine,
in general, if the work on the PROJECT is being performed in a manner
indicating that the PROJECT, when completed, will be in accordance with
the Contract Documents, nor shall anything in the Contract Documents or
the agreement between CITY and ENGINEER be construed as requiring
ENGINEER to make exhaustive or continuous on-site inspections to
City of Fort Worth, Texas
Standard Agreement for Engineering Related Design Services
PMO O�cial Release Date: 1/28/2013
Page 3 of 16
discover latent defects in the work or otherwise check the quality or quantity
of the work on the PROJECT. If the ENGINEER makes on-site
observation(s) of a deviation from the Contract Documents, the ENGINEER
shall inform the CITY.
(3) When professional certification of perFormance or characteristics of
materials, systems or equipment is reasonably required to perform the
services set forth in the Scope of Services, the ENGINEER shall be entitled
to rely upon such certification to establish materials, systems or equipment
and perFormance criteria to be required in the Contract Documents.
F. Opinions of Probable Cost, Financial Considerations, and Schedules
(1) The ENGINEER shall provide opinions of probable costs based on the
current available information at the time of preparation, in accordance
with Attachment A.
(2) In providing opinions of cost, financial analyses, economic feasibility
projections, and schedules for the PROJECT, the ENGINEER has no
control over cost or price of labor and materials; unknown or latent
conditions of existing equipment or structures that may affect operation
or maintenance costs; competitive bidding procedures and market
conditions; time or quality of performance by third parties; quality, type,
management, or direction of operating personnel; and other economic
and operational factors that may materially affect the ultimate
PROJECT cost or schedule. Therefore, the ENGINEER makes no
warranty that the CITY's actual PROJECT costs, financial aspects,
economic feasibility, or schedules will not vary from the ENGINEER's
opinions, analyses, projections, or estimates.
G. Construction Progress Payments
Recommendations by the ENGINEER to the CITY for periodic construction
progress payments to the construction contractor will be based on the
ENGINEER's knowledge, information, and belief from selective sampling
and observation that the work has progressed to the point indicated. Such
recommendations do not represent that continuous or detailed examinations
have been made by the ENGINEER to ascertain that the construction
contractor has completed the work in exact accordance with the Contract
Documents; that the final work will be acceptable in all respects; that the
ENGINEER has made an examination to ascertain how or for what purpose
the construction contractor has used the moneys paid; that title to any of the
work, materials, or equipment has passed to the CITY free and clear of liens,
claims, security interests, or encumbrances; or that there are not other
matters at issue between the CITY and the construction contractor that
City of Fort Worth, Texas
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PMO Official Release Date: 1/28/2013
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affect the amount that should be paid.
H. Record Drawings
Record drawings, if required, will be prepared, in part, on the basis of
information compiled and furnished by others, and may not always represent
the exact location, type of various components, or exact manner in which the
PROJECT was finally constructed. The ENGINEER is not responsible for
any errors or omissions in the information from others that is incorporated
into the record drawings.
I. Minority Business and Small Business Enterprise (MBE)(SBE)
Participation
In accord with the City of Fort Worth Business Diversity Ordinance No.
20020-12-2011, as amended, the City has goals for the participation of
minority business enterprises and/or small business enterprises in City
contracts. Engineer acknowledges the MBE and SBE goals established for
this contract and its accepted written commitment to MBE and SBE
participation. Any misrepresentation of facts (other than a negligent
misrepresentation) and/or the commission of fraud by the Engineer may
result in the termination of this Agreement and debarment from participating
in City contracts for a period of time of not less than three (3) years.
J. Right to Audit
(1) ENGINEER agrees that the CITY shall, until the expiration of five (5) years
after final payment under this contract, have access to and the right to
examine and photocopy any directly pertinent books, documents, papers
and records of the ENGINEER involving transactions relating to this
contract. ENGINEER agrees that the CITY shall have access during normal
working hours to all necessary ENGINEER facilities and shall be provided
adequate and appropriate work space in order to conduct audits in
compliance with the provisions of this section. The CITY shall give
ENGINEER reasonable advance notice of intended audits.
(2) ENGINEER further agrees to include in all its subconsultant agreements
hereunder a provision to the effect that the subconsultant agrees that the
CITY shall, until the expiration of five (5) years after final payment under the
subcontract, have access to and the right to examine and photocopy any
directly pertinent books, documents, papers and records of such
subconsultant, involving transactions to the subcontract, and further, that the
CITY shall have access during normal working hours to all subconsultant
facilities, and shall be provided adequate and appropriate work space, in
Ciiy of Fort Worth, Texas
Standard Agreement for Engineering Related Design Services
PMO Official Release Date: 1/28/2013
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order to conduct audits in compliance with the provisions of this article
together with subsection (3) hereof. CITY shall give subconsultant
reasonable advance notice of intended audits.
(3) ENGINEER and subconsultant agree to photocopy such documents as may
be requested by the CITY. The CITY agrees to reimburse ENGINEER for
the cost of copies at the rate published in the Texas Administrative Code in
effect as of the time copying is performed.
K. INSURANCE
(1) ENGINEER'S INSURANCE
a. Commercial General Liability — the ENGINEER shall maintain
commercial general liability (CGL) and, if necessary, commercial
umbrella insurance with a limit of not less than $1,000,000.00 per each
occurrence with a$2,000,000.00 aggregate. If such Commercial General
Liability insurance contains a general aggregate limit, it shall apply
separately to this PROJECT or location.
i. The CITY shall be included as an insured under the CG�, using
ISO additional insured endorsement or a substitute providing
equivalent coverage, and under the commercial umbrella, if any.
This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the
CITY. The Commercial General Liability insurance policy shall
have no exclusions by endorsements that would alter or nullify:
premises/operations, products/completed operations, contractual,
personal injury, or advertizing injury, which are normally contained
within the policy, unless the CITY approves such exclusions in
writing.
ii. ENGINEER waives all rights against the CITY and its agents,
officers, directors and employees for recovery of damages to the
extent these damages are covered by the commercial general
liability or commercial umbrella liability insurance maintained in
accordance with this agreement.
b. Business Auto — the ENGINEER shall maintain business auto liability
and, if necessary, commercial umbrella liability insurance with a limit of
not less than $1,000,000 each accident. Such insurance shall cover
liability arising out of "any auto", including owned, hired, and non-owned
autos, when said vehicle is used in the course of the PROJECT. If the
engineer owns no vehicles, coverage for hired or non-owned is
acceptable.
City of Fort Worth, Texas
Standard Agreement for E�gineering Related Design Services
PMO O�cial Release Date: 1/28/2013
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ENGINEER waives all rights against the CITY and its agents,
officers, directors and employees for recovery of damages to the
extent these damages are covered by the business auto liability or
commercial umbrella liability insurance obtained by ENGINEER
pursuant to this agreement or under any applicable auto physical
damage coverage.
c. Workers' Compensation —ENGINEER shall maintain workers
compensation and employers liability insurance and, if necessary,
commercial umbrella liability insurance with a limit of not less than
$100,000.00 each accident for bodily injury by accident or $100,000.00
each employee for bodily injury by disease, with $500,000.00 policy limit.
ENGINEER waives all rights against the CITY and its agents,
officers, directors and employees for recovery of damages to the
extent these damages are covered by workers compensation and
employer's liability or commercial umbrella insurance obtained by
ENGINEER pursuant to this agreement.
d. Professional Liability — the ENGINEER shall maintain professional
liability, a claims-made policy, with a minimum of $1,000,000.00 per
claim and aggregate. The policy shall contain a retroactive date prior to
the date of the contract or the first date of services to be performed,
whichever is earlier. Coverage shall be maintained for a period of 5 years
following the completion of the contract. An annual certificate of
insurance specifically referencing this project shall be submitted to the
CITY for each year following completion of the contract.
(2) GENERAL INSURANCE REQUIREMENTS
a. Certificates of insurance evidencing that the ENGINEER has obtained all
required insurance shall be delivered to the CITY prior to ENGINEER
proceeding with the PROJECT.
b. Applicable policies shall be endorsed to name the CITY an Additional
Insured thereon, as its interests may appear. The term CITY shall
include its employees, officers, officials, agents, and volunteers as
respects the contracted services.
c. Certificate(s) of insurance shall document that insurance coverage
specified in this agreement are provided under applicable policies
documented thereon.
d. Any failure on part of the CITY to request required insurance
City of Fort Worth, Texas
Standard Agreement for Engineering Related Design Services
PMO Official Release Date: 1/28/2013
Page 7 of 16
documentation shall not constitute a waiver of the insurance
requirements.
e. A minimum of thirty (30) days notice of cancellation or material change in
coverage shall be provided to the CITY. A ten (10) days notice shall be
acceptable in the event of non-payment of premium. Notice shall be sent
to the respective Department Director (by name), City of Fort Worth,
1000 Throckmorton, Fort Worth, Texas 76102.
f. Insurers for all policies must be authorized to do business in the State of
Texas and have a minimum rating of A:V or greater, in the current A.M.
Best Key Rating Guide or have reasonably equivalent financial strength
and solvency to the satisfaction of Risk Management.
g. Any deductible or self insured retention in excess of $25,000.00 that
would change or alter the requirements herein is subject to approval by
the CITY in writing, if coverage is not provided on a first-dollar basis. The
CITY, at it sole discretion, may consent to alternative coverage
maintained through insurance pools or risk retention groups. Dedicated
financial resources or letters of credit may also be acceptable to the
C ITY.
h. Applicable policies shall each be endorsed with a waiver of subrogation
in favor of the CITY as respects the PROJECT.
The CITY shall be entitled, upon its request and without incurring
expense, to review the ENGINEER's insurance policies including
endorsements thereto and, at the CITY's discretion; the ENGINEER may
be required to provide proof of insurance premium payments.
Lines of coverage, other than Professional Liability, underwritten on a
claims-made basis, shall contain a retroactive date coincident with or
prior to the date of the contractual agreement. The certificate of
insurance shall state both the retroactive date and that the coverage is
claims-made.
k. Coverages, whether written on an occurrence or claims-made basis,
shall be maintained without interruption nor restrictive modification or
changes from date of commencement of the PROJECT until final
payment and termination of any coverage required to be maintained after
final payments.
The CITY shall not be responsible for the direct payment of any
insurance premiums required by this agreement.
City of Fort Worth, Texas
Standard Agreement for Engineering Related Design Services
PMO O�cial Release Date: 1/28/2013
Page 8 of 16
m. Sub consultants and subcontractors to/of the ENGINEER shall be
required by the ENGINEER to maintain the same or reasonably
equivalent insurance coverage as required for the ENGINEER. When
sub consultants/subcontractors maintain insurance coverage,
ENGINEER shall provide CITY with documentation thereof on a
certificate of insurance.
L. Independent Consultant
The ENGINEER agrees to perForm all services as an independent
consultant and not as a subcontractor, agent, or employee of the CITY.
M. Disclosure
The ENGINEER acknowledges to the CITY that it has made full disclosure
in writing of any existing conflicts of interest or potential conflicts of interest,
including personal financial interest, direct or indirect, in property abutting the
proposed PROJECT and business relationships with abutting property cities.
The ENGINEER further acknowledges that it will make disclosure in writing
of any conflicts of interest that develop subsequent to the signing of this
contract and prior to final payment under the contract.
N. Asbestos or Hazardous Substances
(1) If asbestos or hazardous substances in any form are encountered or
suspected, the ENGINEER will stop its own work in the affected portions
of the PROJECT to permit testing and evaluation.
(2) If asbestos or other hazardous substances are suspected, the CITY may
request the ENGINEER to assist in obtaining the services of a qualified
subcontractor to manage the remediation activities of the PROJECT.
O. Permitting Authorities - Design Changes
If permitting authorities require design changes so as to comply with
published design criteria and/or current engineering practice standards
which the ENGINEER should have been aware of at the time this
Agreement was executed, the ENGINEER shall revise plans and
specifications, as required, at its own cost and expense. However, if design
changes are required due to the changes in the permitting authorities'
published design criteria and/or practice standards criteria which are
published after the date of this Agreement which the ENGINEER could not
have been reasonably aware of, the ENGINEER shall notify the CITY of
such changes and an adjustment in compensation will be made through an
amendment to this AGREEMENT.
City of Fort Worth, Texas
Standard Agreement for Engineering Related Design Services
PMO Official Release Date: 1/28/2013
Page 9 of 16
P. Schedule
ENGINEER shall manage the PROJECT in accordance with the schedule
developed per Attachment D to this AGREEMENT.
Article V
Obligations of the City
Amendments to Article V, if any, are included in Attachment C.
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City-Furnished Data
ENGINEER may rely upon the accuracy, timeliness, and completeness of
the information provided by the CITY.
Access to Facilities and Property
The CITY will make its facilities accessible to the ENGINEER as required for
the ENGINEER's performance of its services. The CITY will perform, at no
cost to the ENGINEER, such tests of equipment, machinery, pipelines, and
other components of the CITY's facilities as may be required in connection
with the ENGINEER's services. The CITY will be responsible for all acts of
the CITY's personnel.
Advertisements, Permits, and Access
Unless otherwise agreed to in the Scope of Services, the CITY will obtain,
arrange, and pay for all advertisements for bids; permits and licenses
required by local, state, or federal authorities; and land, easements, rights-
of-way, and access necessary for the ENGINEER's services or PROJECT
construction.
Timely Review
The CITY will examine the ENGINEER's studies, reports, sketches,
drawings, specifications, proposals, and other documents; obtain advice of
an attorney, insurance counselor, accountant, auditor, bond and financiat
advisors, and other consultants as the CITY deems appropriate; and render
in writing decisions required by the CITY in a timely manner in accordance
with the project schedule prepared in accordance with Attachment D.
City of Fort Worth, Texas
Standard Agreement for Engineering Related Design Services
PMO Official Release Date: 1/28/2013
Page 10 of 16
E. Prompt Notice
The CITY will give prompt written notice to the ENGINEER whenever CITY
observes or becomes aware of any development that affects the scope or
timing of the ENGINEER's services or of any defect in the work of the
ENGINEER or construction contractors.
F. Asbestos or Hazardous Substances Release.
(1) CITY acknowledges ENGINEER will perForm part of the work at CITY's
facilities that may contain hazardous materials, including asbestos
containing materials, or conditions, and that ENGINEER had no prior
role in the generation, treatment, storage, or disposition of such
materials. In consideration of the associated risks that may give rise to
claims by third parties or employees of City, City hereby releases
ENGINEER from any damage or liability related to the presence of
such materials.
(2) The release required above shall not apply in the event the discharge,
release or escape of hazardous substances, contaminants, or asbestos
is a result of ENGINEER's negligence or if ENGINEER brings such
hazardous substance, contaminant or asbestos onto the project.
G. Contractor Indemnification and Claims
The CITY agrees to include in all construction contracts the provisions of
Article IV.E. regarding the ENGINEER's Personnel at Construction Site, and
provisions providing contractor indemnification of the CITY and the
ENGINEER for contractor's negligence.
H. Contractor Claims and Third-Party Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with
construction contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials
suppliers on the PROJECT, or their sureties, shall maintain
no direct action against the ENGINEER, its officers,
employees, and subcontractors, for any claim arising out of,
in connection with, or resulting from the engineering
services performed. Only the CITY will be the beneficiary
of any undertaking by the ENGINEER."
(2) This AGREEMENT gives no rights or benefits to anyone other than the CITY
and the ENGINEER and there are no third-party beneficiaries.
City of Fort Worth, Texas
Standard Agreement for E�gineering Related Design Services
PMO Official Release Date: 1/28/2013
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(3) The CITY will include in each agreement it enters into with any other entity
or person regarding the PROJECT a provision that such entity or person
shall have no third-party beneficiary rights under this Agreement.
(4) Nothing contained in this section V.H. shall be construed as a waiver of any
right the CITY has to bring a claim against ENGINEER.
I. CITY's Insurance
(1) The CITY may maintain property insurance on certain pre-existing structures
associated with the PROJECT.
(2) The CITY will ensure that Builders Risk/Installation insurance is maintained
at the replacement cost value of the PROJECT. The CITY may provide
ENGINEER a copy of the policy or documentation of such on a certificate of
insurance.
(3) The CITY will specify that the Builders Risk/Installation insurance shall be
comprehensive in coverage appropriate to the PROJECT risks.
J. L.itigation Assistance
The Scope of Services does not include costs of the ENGINEER for required
or requested assistance to support, prepare, document, bring, defend, or
assist in litigation undertaken or defended by the CITY. In the event CITY
requests such services of the ENGINEER, this AGREEMENT shall be
amended or a separate agreement will be negotiated between the parties.
K. Changes
The CITY may make or approve changes within the general Scope of
Services in this AGREEMENT. If such changes affect the ENGINEER's cost
of or time required for performance of the services, an equitable adjustment
will be made through an amendment to this AGREEMENT with appropriate
CITY approval.
Article VI
General Legal Provisions
Amendments to Article VI, if any, are included in Attachment C.
A. Authorization to Proceed
City of Fort Worth, Texas
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PMO Official Release Date: 1/28/2013
Page 12 of 16
ENGINEER shall be authorized to proceed with this AGREEMENT upon
receipt of a written Notice to Proceed from the CITY.
B. Reuse of Project Documents
All designs, drawings, specifications, documents, and other work products of
the ENGINEER, whether in hard copy or in electronic form, are instruments
of service for this PROJECT, whether the PROJECT is completed or not.
Reuse, change, or alteration by the CITY or by others acting through or on
behalf of the CITY of any such instruments of service without the written
permission of the ENGINEER will be at the CITY's sole risk. The CITY shall
own the final designs, drawings, specifications and documents.
C. Force Majeure
The ENGINEER is not responsible for damages or delay in performance
caused by acts of God, strikes, lockouts, accidents, or other events beyond
the control of the ENGINEER that prevent ENGINEER's perFormance of its
obligations hereunder.
D. Termination
(1) This AGREEMENT may be terminated only by the City for convenience on
30 days' written notice. This AGREEMENT may be terminated by either the
CITY or the ENGINEER for cause if either party fails substantially to perform
through no fault of the other and does not commence correction of such
nonperformance with in 5 days of written notice and diligently complete the
correction thereafter.
(2) If this AGREEMENT is terminated for the convenience of the City, the
ENGINEER will be paid for termination expenses as follows:
a.) Cost of reproduction of partial or complete studies, plans,
specifications or other forms of ENGINEER'S work product;
b.) Out-of-pocket expenses for purchasing electronic data files and other
data storage supplies or services;
c.) The time requirements for the ENGINEER'S personnel to document
the work underway at the time of the CITY'S termination for
convenience so that the work effort is suitable for long time storage.
(3) Prior to proceeding with termination services, the ENGINEER will
submit to the CITY an itemized statement of all termination expenses. The
City of Fort Worth, Texas
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PMO Official Release Date: 1/28/2013
Page 13 of 16
CITY'S approval will be obtained in writing prior to proceeding with
termination services.
E. Suspension, Delay, or Interruption to Work
The CITY may suspend, delay, or interrupt the services of the ENGINEER
for the convenience of the CITY. In the event of such suspension, delay, or
interruption, an equitable adjustment in the PROJECT's schedule,
commitment and cost of the ENGINEER's personnel and subcontractors,
and ENGINEER's compensation will be made.
F. Indemnification
In accordance with Texas Local Government Code Section 271.904, the
ENGINEER shall indemnify, hold harmless, and defend the CITY
against liability for any damage caused by or resulting from an act of
negligence, intentional tort, intellectual property infringement, or
failure to pay a subcontractor or supplier committed by the ENGINEER
or ENGINEER's agent, consultant under contract, or another entity
over which the ENGINEER exercises control.
G. Assignment
Neither party shall assign all or any part of this AGREEMENT without the
prior written consent of the other party.
H. Interpretation
Limitations on liability and indemnities in this AGREEMENT are business
understandings between the parties and shall apply to all the different
theories of recovery, including breach of contract or warranty, tort including
negligence, strict or statutory liability, or any other cause of action, except for
willful misconduct or gross negligence for limitations of liability and sole
negligence for indemnification. Parties mean the CITY and the ENGINEER,
and their officers, employees, agents, and subcontractors.
I. Jurisdiction
The law of the State of Texas shall govern the validity of this AGREEMENT,
its interpretation and performance, and any other claims related to it. The
venue for any litigation related to this AGREEMENT shall be Tarrant County,
Texas.
City of Fort Worth, Texas
Standard Agreement for Engineering Related Design Services
PMO Official Release Date: 1/28/2013
Page 14 of 16
J. Severability and Survival
If any of the provisions contained in this AGREEMENT are held for any
reason to be invalid, illegal, or unenforceable in any respect, such invalidity,
illegality, or unenforceability will not affect any other provision, and this
AGREEMENT shall be construed as if such invalid, illegal, or unenforceable
provision had never been contained herein. Articles V.F., VI.B., VI.D., VI.F.,
VI.H., and VI.I. shall survive termination of this AGREEMENT for any cause.
K. Observe and Comply
ENGINEER shall at all times observe and comply with all federal and State
laws and regulations and with all City ordinances and regulations which in
any way affect this AGREEMENT and the work hereunder, and shall
observe and comply with all orders, laws ordinances and regulations which
may exist or may be enacted later by governing bodies having jurisdiction or
authority for such enactment. No plea of misunderstanding or ignorance
thereof shall be considered. ENGINEER agrees to defend, indemnify and
hold harmless CITY and all of its officers, agents and employees from and
against all claims or liability arising out of the violation of any such order, law,
ordinance, or regulation, whether it be by itself or its employees.
Article VII
Attachments, Schedules, and Signatures
This AGREEMENT, including its attachments and schedules, constitutes the entire
AGREEMENT, supersedes all prior written or oral understandings, and may only be
changed by a written amendment executed by both parties. The following attachments
and schedules are hereby made a part of this AGREEMENT:
Attachment A- Scope of Services
Attachment B — Compensation
Attachment C- Amendments to Standard Agreement for Engineering Services
Attachment D - Project Schedule
Attachment E - Location Map
City oF Fort Worth, Texas
Standard Agreement for Engineering Related Design Services
PMO Official Release Date: 1/28/2013
Page 15 of 16
Executed and effective this the , J f� day o�, '(,�� , 201-�
BY:
CITY OF FORT WORTH
BY:
ENGINEER
Dunaway & Associates, L.P.
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Fernando Costa
Assistant City Manager
Date: / /3
APPROVAL RECOMMENDED:
�� �By; i,.,. 1,.�
Dougla . Wiersig, P.E.
Direct , Departm t of
Transportation/Public Works
��vw��.
Stephen R. James, P.E.
Senior Principal
Date: %, °l . 13
APPROVED AS TO FORM AND M&C No.: C; 'Z(�"�I Gi
LEGALITY
M&C Date: � 7 /�� /I ��,
By: YV� c. l,� � Itit� . �� r v�f�
Douglas-W�-BIas4� rn� L;�',� iu w�, \< •� �—
Assistant City Attorney
ATTEST: �
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Mary J. Kaysd.�� '" , " `Q��-
City Secretary ��,.
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City of Fort Worth, Texas
Standard Agreement for Engineering Related Design Services
PMO Official Release Date: 1/28/2013
Page 16 of 16
OFFICIA�. ���ORD
�I�y SECRETAR�
�% WOR'f 6�i, '�X
ATTACHMENT "A"
Scope for Enqineerinq Desiqn Related Services for Storm Water Improvements Proiects
The scope set forth herein defines the work to be performed by the ENGINEER in completing
the project. Both the CITY and ENGINEER have attempted to clearly define the work to be
performed and address the needs of the Project. Under this scope, "ENGINEER" is expanded
to include any sub-consuitant, including surveyor, employed or contracted by the ENGINEER.
OBJECTIVE
OverFlow from a retention/detention pond floods homes along Bellaire Park Court. Generally,
water overflowing the pond runs into the street, then north into the Bellaire Park Court cul-de-
sac, flooding homes on the west side of the street.
The purpose of this project is to develop storm drain improvements that eliminate flooding in
Bellaire Park Court and convey storm water along Bellaire Drive to the Howard's Branch
channel near Bellaire Drive and Overton Park. These improvements will also reduce flooding in
the Tanglewood subdivision north of Bellaire Drive South.
•� • : - � •- �
Task 1.
Task 2.
Task 3.
Task 4.
Task 7.
Task 8.
Task 9.
Task 10.
Design Management
Conceptual Design
Preliminary Design
Final Design
ROW/Easement Services
Survey Services
Permitting
Plan Submittal Checklists
TASK 1 — DESIGN MANAGEMENT
ENGINEER will manage the work outlined in this scope to ensure efficient and effective use of
ENGINEER's and CITY's time and resources. ENGINEER will manage change, communicate
effectively, coordinate internally and externally as needed, and proactively address issues with
the CITY's Project Manager and others as necessary to make progress on the work.
1.1.
1.2.
Managing the Team
• Lead, manage and direct design team activities
• Ensure quality control is practiced in perFormance of the work
• Communicate internally among team members
• Task and allocate team resources
Communications and Reporting
1.2.1 Attend a pre-design project kickoff/chartering meeting with CITY staff to confirm
and clarify scope, understand CITY objectives, and ensure economical and
functional designs that meet CITY requirements.
City of Fort Worth, Texas Page 1 of 18
Attachment A
PMO Release Date: 07/23/2012
1.2.2 Conduct and document project update meetings with CITY Project Manager.
1.2.3 Conduct review meetings with the CITY at the end of each design phase.
1.2.4 Conduct and document design team meetings.
1.2.5 Prepare invoices, in accordance with Attachment B to this Standard Agreement
and submit monthly in the format requested by the CITY.
1.2.6 Prepare and submit monthly progress reports in the format provided by the
respective CITY Department.
1.2.7 Prepare and submit baseline Project Schedule initially, and Project Schedule
updates with a schedule narrative monthly, as required in Attachment D to this
Standard Agreement and according to the City of Fort Worth's Schedule Guidance
Document.
1.2.8 Complete Monthly M/WBE Report Form and Final Summary Payment Report Form
at the end of the project.
1.2.9 Coordinate with other agencies and entities as necessary for the design of the
proposed infrastructure, and provide and obtain information needed to prepare the
design.
1.2.10 With respect to coordination with permitting authorities, ENGINEER shall
communicate with permitting authorities such that their regulatory requirements are
appropriately reflected in the designs. ENGINEER shall work with regulatory
authorities to obtain approval of the designs, and make changes necessary to meet
their requirements, as part of the design scope.
1.2.11 Personnel and Vehicle Identification: When conducting site visits to the project
location, the ENGINEER or any of its sub-consultants shall carry readily visible
information identifying the name of the company and the company representative.
ASSUMPTIONS
• Project includes up to 14 meetings between the ENGINEER and the CITY's Project
Manager for Project Updates and Design Submittal Reviews (30, 60, and 90 percent
design).
• No coordination with the Texas Department of Transportation or railroads will be
required (Item 1.2.9).
• No coordination with the U.S. Army Corps of Engineers related to Section 404
permitting will be required (Item 1.2.9).
• No coordination with the Texas Department of Licensing and Regulation will be
required for accessibility (item 1.2.9).
DELIVERAB�ES
A. Meeting summaries with action items
B. Monthly invoices
C. Monthly progress reports
City of Fort Worth, Texas Page 2 of 18
Attachment A
PMO Release Date: 07/23/2012
D. Baseline design schedule
E. Monthly schedule updates with schedule narrative describing any current or
anticipated schedule changes
F. Monthly M/WBE Report Form and Final Summary Payment Report Form
G. Plan Submittal Checklists (See Task 10)
TASK 2— CONCEPTUAL DESIGN (30 PERCENT)
The Conceptual Design shall be submitted to CITY per the approved Project Schedule.
The purpose of the conceptual design is for the ENGINEER to identify, develop, communicate
through the defined deliverables, and recommend the design concept that successfully
addresses the design problem, and to obtain the CITY's endorsement of this concept.
ENGINEER will utilize concepts and criteria contained in the current CITY — iSWM Criteria
Manual for Site Development and Construction for conceptual planning and design.
ENGINEER will develop the conceptual design of the infrastructure as follows.
2.1. Data Collection
In addition to data obtained from the CITY, ENGINEER will research and make efforts to
obtain pertinent information to aid in coordination of the proposed improvements with
any planned future improvements that may influence the project. ENGINEER will also
identify and seek to obtain data for existing conditions that may impact the project
including; utilities, agencies (such as TxDOT and railroads), CITY Master Plans, CITY
drainage complaint files, existing applicable drainage studies, FEMA floodplain and
floodway maps, existing models of project area (if any) and property ownership as
available from the Tax Assessor's office.
• ENGINEER will perForm one (1) site visit to visually observe the conditions along the
project site and to obtain a photographic record of the current conditions.
2.2. Drainage Computations
2.2.1. Storm Drain Improvements
ENGINEER will perForm InfoWorks design computations for improvements to the
existing storm drain system in the Bellaire Park Court area, including modifications
to the existing pond outflow characteristics and enhancement/replacement of the
existing storm drain system in Bellaire Drive to convey the Bellaire Park Court
storm water west to the Howard's Branch channel at Bellaire Drive and Overton
Park.
2.2.1.1. ENGINEER will delineate the watershed based on contour data and field
verification and document existing street, right-of-way, and storm drain
capacities for the subject site. A drainage area map will be drawn at
maximum 1" = 200' scale from available 2-foot contour data with the
contours labeled. The data source and year of the 2-foot contour data will
be provided by the CITY.
2.2.1.2. Calculations regarding street and right-of-way capacities and design
discharges (5-year and 100-year frequencies) at selected critical locations
City of Fort Worth, Texas Page 3 of 18
Attachment A
PMO Release Date: 07/23/2012
will be perFormed using Manning's Equation and the street/right-of-way
geometry suggested by the topographic data obtained along Bellaire Park
Court and Bellaire Drive. Other frequencies as required by iSWM criteria
may be appropriate for outfalis and sensitive locations. Capacities of
existing storm drain will be calculated and shown. All calculations shall
conform to CITY criteria delineated in the current CITY iSWM Criteria
Manual for Site Development and Construction. All locations in the project
area where 100-year runoff exceeds available storm drain and right-of-way
capacities shall be clearly identified.
2.2.1.3. Evaluate the possibility of increasing the conveyance capacity of the
proposed storm drain system in Bellaire Drive to include overland flow that
currently crosses Bellaire Drive from Bellaire Park Court onto Spanish Oak
Drive eliminating the need for possible future storm drain improvements at
the sump at Spanish Oak Drive and Harlanwood Drive.
2.2.1.4. Determine the improvements needed at the Spanish Oak/Harlanwood
sump to reduce ponding to a level that is within the existing street right-of-
way, in the event providing additional capacity in the proposed Bellaire
Drive system does not reduce the ponding in the sump below right-of-way
levels. Determining the improvements needed at the sump will be for
comparison purposes when evaluating the cost-benefit of providing
additional capacity in the Bellaire Drive system.
2.2.1.5. The ENGINEER's responsibility includes recommendations for
improvements of the existing system as deemed reasonable and consistent
with CITY standards.
2.2.2. Howard's Branch Floodplain Analysis
ENGINEER will develop a HEC-RAS hydraulic stream model of Howard's Branch
through the Zone A and unmapped sections, from the upstream limit of the current
effective FEMA study (near the intersection of Glenwood and Preston Hollow) to
the outfall of the proposed Bellaire Park Court/Bellaire Drive storm drain system
near Overton Park. The InfoWorks model will be used to develop the peak
discharges to use in the HEC-RAS model.
2.2.2.1 The impact of the addition of storm water from the Bellaire Park Court area
conveyed via the proposed storm drain improvements to the Howard's
Branch channel will be determined using InfoWorks. The contributing
watershed areas serviced by storm drain systems that outfall into Howard's
Branch upstream of the current detailed study limit for Howard's Branch will
be included in the peak discharge computation. ENGINEER will compare
the resulting Howard's Branch 100-year peak discharge to the 100-year
peak discharge listed in the effective Flood Insurance Study (FIS), at the
upstream limit of the current effective hydraulic model. The goal of the
comparison is to verify the 100-year peak discharge listed in the FIS (1,900
cfs).
2.2.2.2 The effective model (model used to define the effective FEMA floodplain)
will be used as a starting point for the analysis, which shouid proceed
through the standard FEMA procedure for updating/revising hydraulic
models. Included in the hydraulic analysis will be the Duplicate Effective,
City of Fort Worth, Texas Page 4 of 18
Attachment A
PMO Release Date: 07/23/2012
Corrected Effective, Existing/Pre-Project, and/or Proposed Conditions
models.
2.2.2.3 The downstream boundary condition for the hydraulic model will be based
on the Base Flood Elevation (BFE) computed by the current effective
hydraulic model of Howard's Branch. To provide a tie-in between the
extended Howard's Branch model and the current effective model, at least
one cross section from the effective model (the upstream-most section) will
be included in the extended model beyond the current detailed study limits.
To understand the model's sensitivity to the assumed starting water surface
elevation, several starting water surface elevations will be used in the
model and the resulting floodplain profiles compared and the differences in
floodplain elevations noted in a summary table.
2.2.2.4 The floodplain profile along Howard's Branch shall be computed to verify
the existing channel has capacity to convey the anticipated 100-year flood,
and that the proposed improvements do not result in adverse impacts to the
Tanglewood Subdivision residents adjacent to the stream. The ENGINEER
will investigate providing additional conveyance at the Overton Park Dr. E.
bridge (via a culvert) and providing storage upstream of the bridge, if
warranted.
2.2.2.5 ENGINEER shall prepare a report summarizing the findings of the
Howard's Branch floodplain analysis and the report shall be submitted to
CITY's floodplain administrator for review.
2.3 Subsurface Utility Engineering
Provide Subsurface Utility Engineering (SUE) to Quality Level B from ROW to ROW along
S. Bellaire Bivd. beginning at the east ROW line of Bellaire Park Ct. and continuing west to
the Howard's Branch drainage channel at Overton Park; and at the Overton Park Dr. E.
bridge crossing the Howard's Branch, just south of Hartwood Dr., (which also includes
Quality �evels D and C items) as described below. The SUE shall be perFormed in
accordance with Cl/ASCE 38-02.
Level A investigation will be perFormed at 2 locations as described in Paragraph "Level A"
below.
Qualitv Level D
• Conduct appropriate investigations (e.g., owner records, County/CITY records,
personal interviews, visual inspections, etc.), to help identify utility owners that may
have facilities within the project limits or that may be affected by the project.
• Collect applicable records (e.g., utility owner base maps, "as built" or record
drawings, permit records, field notes, geographic information system data, oral
histories, etc.) on the existence and approximate location of existing involved utilities.
• Review records for: evidence or indication of additional available records; duplicate
or conflicting information; need for clarification.
• Develop SUE plan sheets and transfer information on all involved utilities to
appropriate design plan sheets, electronic files, and/or other documents as required.
Exercise professional judgment to resolve conflicting information. For information
depicted, indicate: utility type and ownership; date of depiction; quality level(s); end
City of Fort Worth, Texas Page 5 of 18
Attachment A
PMO Release Date: 07/23/2012
points of any utility data; line status (e.g., active, abandoned, out of service); line size
and condition; number of jointly buried cables; and encasement.
Qualitv Level C(includes tasks as described for Qualitv Level D)
• Identify surface features, from project topographic data and from field observations,
that are surface appurtenances of subsurFace utilities.
• include survey and correlation of aerial or ground-mounted utility facilities in Quality
Level C tasks.
• Survey surface features of subsurface utility facilities or systems.
• The survey shall also include (in addition to subsurface utility features visible at the
ground surface): determination of invert elevations of any manholes and vaults;
sketches showing interior dimensions and line connections of such manholes and
vaults; any surface markings denoting subsurFace utilities, furnished by utility owners
for design purposes.
• Exercise professional judgment to correlate data from different sources, and to
resolve conflicting information.
• Update (or prepare) plan sheets, electronic files, and/or other documents to reflect
the integration of Quality Level D and Quality Level C information.
• Recommend follow-up investigations (e.g., additional surveys, consultation with utility
owners, etc.) as may be needed to further resolve discrepancies.
• Provide Quality Level C to identify overhead utilities on the project and provide the
overhead utility information on the SUE plan sheets.
Level B(includes tasks as described for Quality Level C& D)
• Select and apply appropriate surface geophysical method(s) to search for and detect
subsurface utilities within the project limits, and/or to trace a particular utility line or
system.
• Based on an interpretation of data, mark the indications of utilities on the ground
surface for subsequent survey. Utilize paint or other method acceptable for marking
of lines.
• Unless otherwise directed, mark centerline of single-conduit lines, and outside edges
of multi-conduit systems.
• Resolve differences between designated utilities and utility records and surveyed
appurtenances.
• Recommend additional measures to resolve differences if they still exist.
Recommendations may include additional or different surFace geophysical methods,
exploratory excavation, or upgrade to Quality Level A data.
• As an alternative to the physical marking of lines, the ENGINEER may, with CITY's
approval, utilize other means of data collection, storage, retrieval, and reduction, that
enables the correlation of surface geophysical data to the project's survey control.
Level A(includes tasks as described for Quality Level B, C& D)
Expose and locate utilities at two specific locations: 24-inch water line crossing at
existing 66-inch storm drain near the outfall of the 66-inch storm drain at Howard's
Branch, and at the intersection of westbound Bellaire Drive and Overton Park East.
The fee associated with de-hole work at these locations includes traffic control
measures to protect workers during operations in Bellaire Drive.
Tie horizontal and vertical location of utility to survey control.
Ciiy of Fort Worth, Texas Page 6 of 18
Attachment A
PMO Release Date: 07/23/2012
2.4.
• Provide utility size and configuration.
• Provide paving thickness and type, where applicable.
• Provide general soil type and site conditions and such other pertinent information as
is reasonably ascertainable from each test hole site.
Prepare Conceptual (30%) Design Package
2.4.1. Written summary of
weaknesses of each,
concept.
alternative design concepts considered, strengths and
and the rationale for selecting the recommended design
2.4.2. Conceptual Plan Sheets — It is anticipated the Conceptual (30%) submittal will
include the following plan sheets:
2.4.2.1. Cover sheet
2.4.2.2. Easement layout sheet
2.4.2.3. Drainage area map with supporting drainage computations in the CITY's
standard tabular format
2.4.2.4. Drainage calculations sheet, including existing street, right-of-way and storm
drain capacities
2.4.2.5. SUE Plan sheets sealed by a licensed professional engineer registered in the
State of Texas
2.4.2.6. Plan and Profile Drawings — conceptual horizontal alignment of proposed
storm drain system improvements, including anticipated profile and potential
utility conflicts
2.4.2.7. Detention/Retention Pond Grading
2.4.2.8. Howard's Branch Floodplain Delineation Sheet
2.4.3. Conceptual iSWM Checklist in accordance with the current iSWM Criteria Manual
for Site Development and Construction. Include documentation that the proposed
storm water project will not impact upstream and downstream properties.
Proposed phasing of water, sanitary sewer, street and drainage work documented
in both the project schedule and narrative form.
2.4.4. Project Decision Log — Documentation of key design decisions
2.4.5. Estimates of Probable Construction Cost
ASSUMPTIONS
• The analysis of the Howard's Branch channel includes investigation of additional
conveyance (via a culvert) at the Overton Park Drive East bridge or providing
additional storage upstream of the bridge, if warranted. The analysis does not include
City of Fort Worth, Texas Page 7 of 18
Attachment A
PMO Release Date: 07/23/2012
recommendations for improvements to the low water crossing near the intersection of
Glenwood Drive with Preston Hollow.
• The 100-year and 500-year flow in the Howard's Branch channel does not cross
Bellaire Drive and enter the Howard's Branch channel north of Bellaire Drive.
• All storm water calculations and design shall conform to the current CITY iSWM
Criteria Manual for Site Development and Construction.
• The SUE and SUE plan sheets shall be in accordance with Cl/ASCE 38-02.
• 9 copies of the conceptual design package will be delivered. Drawings will be
half size (11" x 17").
• DWF files created from design CAD drawings will be uploaded to the designated
project folder in Buzzsaw
• All submitted documents and checklists will also be uploaded to the designated project
folder in Buzzsaw
• ENGINEER shall not proceed with Preliminary Design activities without written
approval by the CITY of the Conceptual Design Package.
DELIVERABLES
A. Conceptual Design Package.
B. Conceptual iSWM Checklist
TASK 3— PRELIMINARY DESIGN (60 PERCENT)
Upon written approval by CITY of the conceptual design, ENGINEER will develop the
preliminary design of the infrastructure as follows:
3.1. Development of Preliminary Design Drawings shall include the following:
3.1.1. Cover Sheet
3.1.2. Index, Legend and General Notes Sheet
3.1.3. Project Control Sheet, showing all Control Points, used or set while gathering data.
Generally on a scale of not less than 1:400. The following information shall be
indicated for each Control Point: Identified (existing City Monument #8901, PK Nail,
5/8" Iron Rod); X, Y and Z Coordinates, in an identified coordinate system, and a
referred bearing base. Z coordinate on City Datum only; descriptive location (i.e. set
in the centerline of the inlet in the South curb line of North Side Drive at the East end
of radius at the Southeast corner of North Side Drive and North Main Street).
3.1.4. Easement Layout Sheet(s)
3.1.5. Drainage Area Map — Drainage area map showing the proposed improvements
with drainage calculations and hydraulic computations in accordance with the
current iSWM Criteria Manual for Site Development and Construction.
City of Fort Worth, Texas Page 8 of 18
Attachment A
PMO Release Date: 07/23/2012
3.1.6. Hydraulic Calculations Sheet(s)
3.1.7. SUE plan drawings
3.1.8. Plan and Profile Drawings
3.1.8.1. Plan and profile drawings of proposed storm water improvements, including
existing lot layout with property ownership, streets, curb lines, driveways,
medians (if applicable), sidewalks, existing and proposed water and
sanitary sewer mains, existing utilities gathered during the SUE and
existing utility easements within the project limits.
3.1.8.2. No less than two bench marks per plan/profile sheet.
3.1.9. Detention/Retention Pond Grading Plan Sheet(s)
3.1.10. Howard's Branch Floodplain Drawing
3.1.11. Sanitary Sewer Crossing Conflict Structure
3.1.12. Water Line Relocation Sheet
3.1.13. The ENGINEER will prepare standard and special detail sheets that are not already
included in the City's standard details. These may include connection details
between various parts of the project, tunneling details, boring and jacking details,
waterline relocations, details unique to the construction of the project, trenchless
details, and special service lateral reconnections
3.2. Geotechnicallnvestigation
3.2.1. Soil investigations, including field and laboratory tests, borings, related engineering
analysis and recommendations for determining soil conditions will be made. In
addition to the above investigations, borings and appropriate field and laboratory
analysis will be made at reasonable intervals along the project alignment for the
Contractor's use in determining soil conditions for preparing bids and a Trench
Safety Plan.
3.2.2. The ENGINEER shall prepare a detailed geotechnical engineering study and
pavement design in conformance with the City of Fort Worth Pavement Design
Standards Manual, 2005. The study shall include recommendations regarding
utility trenching and identifying existing groundwater elevation at each boring.
3.3. Constructability Review
Prior to the 60 percent review meeting with the CITY, the ENGINEER shall schedule and
attend a project site visit with the CITY Project Manager and Construction personnel to
walk the project. The ENGINEER shall summarize the CITY's comments from the field
visit and submit this information to the CITY in writing.
3.4. Public Meeting
After the conceptual plans have been reviewed and approved by the CITY, the
ENGINEER shall prepare project exhibits, and attend public meeting to help explain the
proposed project to residents. The CITY shall select a suitable location and mail the
invitation letters to the affected customers. The ENGINEER shall coordinate with CITY
GIS staff to identify affected property owners/residents and develop a spreadsheet listing
addresses of those to invite to the public meeting.
City of Fort Worth, Texas Page 9 of 18
Attachment A
PMO Release Date: 07/23/2012
3.5. Utility Clearance
3.5.1. The ENGINEER will consult with the CITY's Transportation and Public Works
Department, Water Department, and other CITY departments, public utilities,
private utilities, and government agencies to determine the approximate location of
above and underground utilities, and other facilities (current and future) that have
an impact or influence on the project. ENGINEER will design CITY facilities to
avoid or minimize conflicts with existing utilities, and where known and possible
consider potential future utilities in designs.
3.5.2. The ENGINEER shall upload individual DWF files for each plan sheet of the
approved preliminary plan set to the designated project folder in Buzzsaw for
forwarding to all utility companies which have facilities within the limits of the project.
The DWF files should be created directly from the CAD files as opposed to PDF files.
3.6. Traffic Control Plan
3.6.1. Develop a traffic control plan utilizing standard traffic reroute configurations posted
as "Typicals" on the CITY's Buzzsaw website. The typicals need not be sealed
individually, if included in the sealed contract documents. The following traffic
control sheets are anticipated:
3.6.1.1. Advance Warning Sign Layout Sheet
3.6.1.2. Traffic Control Plan for Single Lane Closure — Bellaire Park Court
3.6.1.3. Traffic Control Plan for Single Lane Closure — Bellaire Drive
3.6.1.4. Traffic Control Plan for Single Lane Closure — Overton Park E.
3.6.1.5. Develop supplemental traffic contro
approval by the Traffic Division of
Department. These drawings shall
registered in the State of Texas.
3.7. iSWM Construction Plan for SWPPP
I drawings as needed for review and
the Transportation and Public Works
be sealed by a professional engineer
For projects that disturb an area greater than one (1) acre, the contractor will be
responsible for preparing and submitting the Storm Water Pollution Prevention Plan
(SWPPP) with appropriate regulatory agencies. The ENGINEER will prepare the iSWM
Construction Plan drawings (formerly known as the erosion control plan drawings)
according to the current CITY iSWM Criteria Manual for Site Development and
Construction, which will be incorporated into the SWPPP by the contractor.
3.8. Preliminary iSWM Checklist in accordance with the current iSWM Criteria Manual for Site
Development and Construction.
3.9. Specifications
ENGINEER shall assemble a draft (60%) set of project specifications, including CITY's
standard construction contract documents and special technical specifications that may be
required for construction of the project.
3.10. Estimate of Probable Construction Cost
ENGINEER shall update the estimate of probable construction cost to reflect the changes
made subsequent to the conceptual design submittal.
City of Fort Worth, Texas Page 10 of 18
Attachment A
PMO Release Date: 07/23/2012
3.11. Project Decision Log
ASSUMPTIONS
• All storm water calculations and design shall conform to the current CITY iSWM Criteria
Manual for Site Development and Construction.
• The roadway design for Bellaire Park Court will include an inverted crown section to
maximize storm water conveyance within the street right-of-way.
• The Bellaire Drive South roadway will be repaired by full panel replacement over the
proposed storm drain and utility trenches. Overton Park E. pavement will be repaired in
accordance with City of Fort Worth standards for asphalt pavement.
• 5 borings at an average bore depth of 20 feet each and 3 additional borings at 5
feet deep will be provided.
• Traffic Control "Typicals" will be utilized to the extent possible. It is assumed an
additional 6 project specific traffic control sheets will be developed.
• 2 copies of the geotechnical report will be delivered to the CITY.
• 1 full size (22'x34") plans will be uploaded to buzzsaw for Utility Clearance.
• 2 full size (22"x34") plans will be delivered for Constructability Review.
• 13 half size (11"x17") drawings will be delivered for Preliminary Design.
• DWF files created from design CAD drawings will be uploaded to the designated project
folder in Buzzsaw.
• All submitted documents and checklists wili also be uploaded to the designated project
folder in Buzzsaw.
• ENGINEER shall not proceed with Final Design activities without written approval by the
CITY of the Preliminary Design plans.
DELIVERABLES
A. Preliminary Design drawings
B. Preliminary iSWM Checklist
C. Utility Clearance drawings (on buzzsaw)
D. Geotechnical Report
E. Documentation of key design decisions (Project Decision Log)
F. Estimates of probable construction cost
G. Public Meeting exhibits
H. Traffic Control Plans
City of Fort Worth, Texas Page 11 of 18
Attachment A
PMO Release Date: 07/23/2012
TASK 4— FINAL DESIGN (90 PERCENT) AND FINAL CONSTRUCTION DOCUMENTS (100
PERCENT)
Upon approval of the Preliminary pians, ENGINEER will prepare construction plans as follows:
4.1 Final draft construction plans and specifications, including an iSWM Construction Plan,
shall be submitted to CITY per the approved Project Schedule.
4.2 Final iSWM Checklist in accordance with the current CITY iSWM Criteria Manual for Site
Development and Construction. ENGINEER shall prepare an iSWM Construction Plan for
the project to be provided to the contractor for the contractor's development of a
Stormwater Pollution Prevention Plan (SWPPP).
4.3 The ENGINEER shall submit a final design estimate of probable construction cost with the
final design plans submitted. This estimate shall use ONLY standard CITY bid items.
4.4 Following a 90% construction plan review meeting with the CITY, the ENGINEER shall
submit Final Plans (100%) to the CITY per the approved Project Schedule. Each plan
sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas.
ASSUMPTIONS
• All storm water calculations and design shall conform to the current CITY iSWM Criteria
Manual for Site Development and Construction.
• The iSWM Construction Pian will include three (3) plan drawings.
• 12 half size (11"x17") and 2 full size (22"x34") drawings and 2 specifications
will be delivered for the 90% design.
• A DWF file for the 90% Design will be created from design CAD drawings and will be
uploaded to the project folder in Buzzsaw.
• 1 full size (22"x34") drawings and 1 half size (11"x17") and 2 specifications will
be delivered for the 100% design.
• A DWF file for the 100% Design will be created from design CAD drawings and will be
uploaded to the project folder in Buzzsaw.
• Estimated final sheet list:
o Cover Sheet
o Index, Legend and General Notes
o Alignment Data & Coordinate Control Plan
o Easement Layout Sheet
o Drainage Area Map
o Hydraulic Calculations (2)
o Infoworks SD Model �ayout
o SUE Sheets (6)
o Storm Drain Plan Profile Sheets (7)
City of Fort Worth, Texas Page 12 of 18
Attachment A
PMO Reiease Date: 07/23/2012
o Storm Drain Plan Profile (laterals) (2)
o Bellaire Park Ct Street P&P Sheets (2)
o Pond Grading Plan (2)
o Howard's Branch Floodplain Delineation
o Conflict Structures - Sanitary Sewer
o Conflicts - Water Line Relocations (2)
o CFW inlet Details
o CFW Storm Drain Details (2)
o Junction Box Details (2)
o Headwall Details (2)
o Pond Inlet Detail
o CFW Paving Details Sheets (2)
o Traffic Control Advance Warning Signs
o Traffic Control - Lane Closure Belaire Park Ct
o Traffic Control - Lane Closure Bellaire Drive S. (4)
o Traffic Control Detail Sheet
o Erosion Control Plan Sheets (iSWM Plan) (3)
DE�IVERABLES
A. 90% construction plans specifications.
B. 100% construction plans and specifications.
C. Final iSWM Checklist
D. Documentation of key design decisions (Project Decision Log).
E. Detailed estimates of probable construction cost for the authorized construction project,
including summaries of bid items and quantities using the CITY's standard bid items and
format.
F. Original cover mylar for the signatures of authorized CITY officials.
TASK 5— BID PHASE SERVICES [Not Included]
TASK 6— CONSTRUCTION PHASE SERVICES [Not Included]
City of Fort Worth, Texas Page 13 of 18
Attachment A
PMO Release Date: 07l23/2012
TASK 7— ROW / EASEMENT SERVICES
ENGINEER will support and perform activities related to ROW and easements as outlined
below, per scoping direction and guidance from the CITY's Project Manager.
7.1. Right-of-Way Research
The ENGINEER shall determine rights-of-way and easement needs for construction of
the project. Required temporary and permanent easements will be identified based on
available information and recommendations will be made for approvai by the CITY.
7.2 Right-of-Way/Easement Preparation and Submittal
The ENGINEER shall prepare documents to be used to obtain right-of-way and
permanent and/or temporary easements required to construct the improvements.
The documentation shall be provided in conformance with the checklists and
templates available on the CITY's Buzzsaw site.
7.3 Temporary Right of Entry Preparation and Submittal
• Prior to construction, the ENGINEER shall prepare, mail and obtain Temporary Right
of Entries from landowners. It is assumed that letters will only be required for land
owners adjacent to temporary construction easements or who are directly affected by
the project and no easement is required to enter their property.
• The documentation shall be provided in conformance with the checklists and
templates available on the CITY's Buzzsaw site.
ASSUMPTIONS
Right-of-Way research includes review of property/right-of-way records based on current
internet based Tarrant Appraisal District (TAD) information available at the start of the
project and available on-ground property information (i.e. iron rods, fences, stakes, etc.).
It does not include effort for chain of title research, parent track research, additional
research for easements not included in the TAD, right-of-way takings, easement
vacations and abandonments, right-of-way vacations, and street closures.
One easement will be required on the homeowners association lot near the existing
pond (3400 Bellaire Park Court - Lot 15, McCarthy Condo Owners) to construct the
proposed storm drainage system improvements. All other proposed storm drain will be
constructed within existing easements and/or rights-of-way.
• Up to six (6) right-of-entry letters will be prepared to accommodate connection of the
existing storm drain system to the proposed improvements.
DELIVERABLES
A. Right-of-Way, easement exhibits and metes and bounds provided on CITY forms
B. Temporary Right of Entry Letters
City of Fort Worth, Texas Page 14 of 18
Atiachment A
PMO Release Date: 07/23/2012
TASK 8 — SURVEY
ENGINEER will provide survey support as follows.
8.1 Design Survey
8.1.1 ENGINEER will perform field surveys to collect horizontal and vertical elevations
and other information needed by ENGINEER in design and preparation of plans for
the project. information gathered during the survey shall include topographic data,
utilities as required by the SUE, structures, trees (measure caliper, identify overall
canopy, and have qualified arborist identify species of trees), and other features
relevant to the final plan sheets. Existing drainage at intersections will be verified
by field surveys. Spot elevations will be shown on intersection layouts with cross
slope to fit intersecting grade lines.
The minimum survey information to be provided on the plans shall include the
following:
A Project Control Sheet, showing ALL Control Points, used or set while
gathering data. Generally on a scale of not less than 1:400:
• The following information about each Control Point;
i. Identified (Existing. CITY Monument #8901, PK Nail, 5/8" Iron Rod)
ii. X, Y and Z Coordinates, in an identified coordinate system, and a referred
bearing base. Z coordinate on CITY Datum only.
iii. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb
line of North Side Drive at the East end of radius at the Southeast corner of
North Side Drive and North Main Street).
8.1.2 Obtain additional topographic data along Bellaire Drive from Bellaire Park Court to
Overton Park. The topographic survey will supplement the data previously obtained
along Bellaire Drive and shall include, but not be limited to, locating all existing features
such as water valves, curb and gutter, asphalt, medians, sidewalks, fences, driveways,
storm and sanitary sewer manholes, top/toe of slope, sanitary sewer cleanouts, tree
lines or trees 6" and larger, power poles, mailboxes, signs, telephone risers, and other
visible features.
8.1.3 PerForm additional topographic surveying required in order to extend the hydraulic
analysis of Howard's Branch from the current limit of the FEMA-studied reach
upstream to the Bellaire Drive storm drain outfall, including detailed information for
stream crossings (i.e., bridges). The data to be included in the topographic survey
will be in the form of 19 cross sections along the Howard's Branch channel from
the storm drain outfall near the intersection of Bellaire Drive and Overton Park to a
point approximately 150 downstream of the intersection of Glenwood and Preston
Hollow. The limits of the proposed survey are shown in Attachment A-1. The
level of detail typically required for open channel analysis projects will be
performed. The field survey shall be representative of the natural ground of the
channel and overbanks. Surveys of bridges, culvert, dams or other hydraulic structures
shall be representative of the hydraulic structure's geometry. A typical ground cross-
section shall be surveyed upstream of the structure. Measurements and survey points
defining the geometry of the hydraulic structures shall all be recorded in field notes.
City of Fort Worth, Texas Page 15 of 18
Attachment A
PMO Release Date: 07/23/2012
The data obtained from the cross section surveys will be used to supplement the
existing LIDAR data for the area to provide a better definition of the channel
geometry between the banks.
8.1.4 Field survey notes shall represent graphically and clearly, in plan and profile view, what
was surveyed, photographed, and recorded. All of the sketches should depict the
upstream face of the structure as well as the direction of flow.
8.2. Temporary Right of Entry Preparation and Submittal
8.2.1 Prior to entering property for field survey, the ENGINEER shall prepare, mail and
obtain Temporary Right of Entry from landowners.
8.2.2 The documentation shall be provided in conformance with the checklists and
templates available on the CITY's Buzzsaw site.
8.3. Construction Survey [Not Included]
ASSUMPTIONS
• Field cross sections will be surveyed within the Howard's Branch channel area,
extending between Overton Park West to Overton Park East and between Shady
Creek and Pebblebrook. If additional ground data is needed for the cross sections
beyond these limits, the surveyed cross section data will be supplemented with
LIDAR topographic data provided by CITY.
DELIVERABLES
A. Copies of field survey data and notes signed and sealed by a licensed surveyor.
B. Drawing of the project layout with dimensions and coordinate list.
TASK 9 — PERMITTING
ENGINEER will provide permitting support for the CITY to obtain any and all agreements and/or
permits normally required for a project of this size and type, as follows.
9.1. Storm Water Pollution Prevention Plan
For projects that disturb an area greater than one (1) acre, the contractor will be
responsible for preparing and submitting the Storm Water Pollution Prevention Plan
(SWPPP) with appropriate regulatory agencies. The ENGINEER will prepare the iSWM
Construction Plan drawings (formerly known as the erosion control plan drawings)
according to the current CITY iSWM Criteria Manual for Site Development and
Construction, which will be incorporated into the SWPPP by the contractor.
9.2. Grading Permit
ENGINEER shall coordinate with CITY to obtain a grading permit prior to construction of
the proposed storm drain improvements. The iSWM Construction Plan shall be
submitted to CITY to show compliance with the grading permit requirements.
City of Fort Worth, Texas Page 16 of 18
Attachment A
PMO Release Date: 07/23/2012
9.3. Floodplain Services (Floodplain Development Permit), including:
9.3.1. Negotiating and coordinating to obtain approval of the agency issuing the
agreement and/or permits
9.3.2. Completing all forms/applications necessary
9.3.3. Submitting forms/applications for CITY review
ASSUMPTIONS
• Permit preparation will begin after approval of the Conceptual Design.
• 2 meetings are assumed with CITY for the Floodplain Development permit.
• 2 meetings are assumed with CITY for the iSWM Plan and Gradinq permit.
• No U.S. Army Corps of Engineers Section 404 Nationwide Permits or Individual Permits
will be required.
• Project is not subject to TDLR review.
• No TxDOT permit will be required.
• No railroad permit will be required.
• Preparation of a request from FEMA for Conditional Letter of Map Revision (CLOMR) or
Letter of Map Revision (LOMR), if required, will be provided as an additional service.
DELIVERABLES
A. iSWM Plan and Grading Permit
B. Floodplain Development Permit
TASK 10 — PLAN SUBMITTAL CHECKLISTS
Engineer shall complete and submit Plan Submittal Checklists in accordance with the following
table:
PLAN SUBMITTAL CHECKLIST REQUIREMENTS
Street Water Traffic Traffic Traffic
Traffic Traffic Control Control Control
Storm Storm Lights /Sewer o 0 0
Attachment "A" Signal Engineering 30 /0 60 /0 90 /o
Water Water (Submit (Submit
Type (Submit All (Submit All
@ 30°/a) 30% 60% Ali @ All @ @ 60%) Required for all work in City
30% 60%) ROW
Street X X X X X" X X X X
Storm Water X X X X X
Water / Sewer X X X X
�`If included in street pro�ect
City of Fort Worth, Texas Page 17 of 18
Attachment A
PMO Release Date: 07/23/2012
ADDITIONAL SERVICES NOT INCLUDED IN THE EXISTING SCOPE OF SERVICES
CITY and ENGINEER agree that the following services are beyond the Scope of Services
described in the tasks above. However, ENGINEER can provide these services, if needed,
upon the CITY's written request. Any additional amounts paid to the ENGINEER as a result of
any material change to the Scope of the Project shall be agreed upon in writing by both parties
before the services are perFormed. These additional services include the following:
• Bid phase services (distribute plans/specifications, pre-bid conference, bid opening, bid
tabulation, recommendation for award of construction contract, mylar drawings).
• Construction phase services (public meetings, show drawing review, final walk-through,
record drawings).
• Negotiation of easements or property acquisition.
e Services related to development of the CITY's project financing and/or budget.
• Services related to disputes over pre-qualification, bid protests, bid rejection and re-
bidding of the contract for construction.
• Construction management and inspection services
• Performance of materials testing or specialty testing services.
• Services necessary due to the default of the Contractor.
• Services related to damages caused by fire, flood, earthquake or other acts of God.
• Services related to warranty claims, enforcement and inspection after final completion.
• Services to support, prepare, document, bring, defend, or assist in litigation undertaken
or defended by the CITY.
• Performance of miscellaneous and supplemental services related to the project as
requested by the CITY.
• Services to prepare a request from FEMA for a Conditonal Letter of Map Revision
(CLOMR) or Letter of Map Revision (LOMR).
City of Fort Worth, Texas Page 18 of 1 S
Attachment A
PMO Release Date: 07/23/2012
ATTACHMENT B
COMPENSATION
Design Services for
Bellaire Park Court Drainage Improvements
City Project No. 01081
Lump Sum Project
I. Compensation
A. The ENGINEER shall be compensated a total lump sum fee of $387,787.00 as
summarized in Exhibit B-1 — Engineer Invoice and Section IV — Summary of Total
Project Fees. The total lump sum fee shall be considered full compensation for
the services described in Attachment A, including all labor materials, supplies,
and equipment necessary to deliver the services.
B. The ENGINEER shall be paid monthly payments as described in Section II -
Method of Payment.
II. Method of Payment
A. Partial payment shall be made to the ENGINEER monthly upon City's approval of
an invoice prepared and submitted by the ENGINEER in the format and including
content as presented in Exhibit B-1, Progress Reports as required in item III. of
this Attachment B, and Schedule as required in Attachment D to this Agreement.
B. The estimated current physical percent complete as required on the invoice shall
be calculated from the progress schedule as required in Attachment D to this
Standard Agreement and according to the current version of the City of Fort
Worth's Schedule Guidance Document.
C. The cumulative sum of such monthly partial fee payments shall not exceed the
total current project budget including all approved Amendments.
D. Each invoice shall be verified as to its accuracy and compliance with the terms of
this Agreement by an officer of the ENGINEER.
III. Progress Reports
A. The ENGINEER shall prepare and submit to the designated representative of the
Transportation and Public Works Department monthly progress reports and
schedules in the format required by the City.
City of Fort Worth, Texas
Attachment B
PMO Official Release Date: 8.09.2012
Page 1 of 3
:
ATTACHMENT B
COMPENSATION
IV. Summary of Total Project Fees
Firm �Primary Responsibility � Fee Amount � %
Prime Consultant
Dunaway Associates, LP Engineering Design $ 319,347.00 82.3%
Proposed MBE/SBE Sub-Consultants
Gorrondona & Assoc. Surveying & Geotech $ 42,690.00 � 11.0%
Rios Group SUE $ 20,750.00 5.4%
Non-MBE/SBE Consultants
Pierce Engineering Structural Design $ 5,000.00 1.3%
TOTAL $ 387,787.00 100.0%
Project Number & Name Total Fee MBE/SBE Fee MBE/SBE
%
01081 — Bellaire Park Court Drainage $387,787.00 $63,440.00 16.4%
Improvements
City MBE/SBE Goal = 16% Consultant Committed Goal = 16 %
City of Fort Worth, Texas
Attachment B
PMO Official Release Date: 8.09.2012
Page 2 of 3
:
EXHIBIT "B-1"
ENGINEER INVOICE
(Supplement to Attachment B)
Insert required invoice format following this page, including negotiated total budget and
allocations of budgets across work types and work phases.
City of Fort Worth, Texas
Attachment B
PMO O�cial Release Date: 8.09.2012
Page 3 of 3
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ATTACHMENT "C"
CHANGES AND AMENDMENTS TO STANDARD AGREEMENT
Design Services for
Bellaire Park Court Drainage Improvements
City Project No. 01081
<List any changes to the Standard Agreement>
None.
City of Fort Worth, Texas
Attachment C
PMO Release Date: 05.19.2010
Page 1 of 1
Consulting Contract Schedule Specifications
City of Fort Worth Capital Improvement Program
�. _ii�.
Attachment D - Proiect Schedule
Tliis PROTECT ��eqiiires a Tier 3 scliedule as de�i�led lierein nnd in tl�e Cit� '� s Scl�edule Guic�nce
Document.
D1. CONSULTING SERVICES SCHEDULE DEVELOPMENT: The CONSULTANT shall
prepare schedules for consulting services that meet the requirements described in this
specification, showing Uy Critical Path Method (CPM) the planned sequence and timing of
the Work associated with the Agreement. All submittals shall be submitted in PDF format,
and schedule files shall also be suUmitted in native file format (i.e. file formats associated
with the scheduling software). The approved scheduling software systems for creating the
schedule files are:
- Primavera (Version 6.1 or later or approved by CITY)
- Primavera Cont�actor (Version 6.1 or later or approved by CITY)
- Microsoft Project (Version 2003/2007 or later or approved by CITY)(PHASING OUT)
D2. BASELINE CONSULTING SERVICES SCHEDULE: Following notice-to-proceed, the
CONSULTANT shall develop, submit and review the draft detailed baseline consulting
services schedule with the CITY to demonsh ate the CONSULTANT's understanding of the
Agreement requirements and approach for performing the work. The CONSULTANT will
prepare the final detailed baseline consulting services schedule based on CITY comments, if
any, and submit to the CITY no later than the submittal of the first project invoice.
The following guidelines shall be adhered to in preparing the baseline schedule, and as
described in further detail in the CITY's Schedule Guidance Document.
a. The scope shall be subdivided by worl< breakdown structure (WBS) representing the
tasl<s, subtasks, and activities associated with delivering the worlc.
b. The schedule shall accurately describe the major work activities, key milestones, and
dependencies/relationships as appropriate to the work.
c. The schedule should include appropriate meetings, review periods, critical decision
points, including third party utility dependencies and reviewing agencies.
D3. PROGRESS CONSULTING SERVICES SCHEDULE: The CONSULTANT shall prepare
and submit monthly to the CITY for approval the updated schedule in accordance with D1
and D2 and the CITY's Schedule Guidance Document inclusive. As the Work progresses,
the CONSULTANT shall enter into the schedule and record actual progress as described in
the CITY's Schedule Guidance Document.
The updated schedule submittal shall also include a concise schedule narrative that
highlights the following, if appropriate and applicable:
� Changes in the critical path,
• Expected schedule changes,
• Potential delays,
• Opportunities to expedite the schedule,
• Coordination issues the CITY should be aware of or can assist with,
City of Fort Worth, Texas
Attachment D
PMO Release Date: 02.15.2011
Page 1 of 2
• Other schedule-related issues that the CONSULTANT wishes to communicate to the
CITY.
D4. PERFORMANCE AND CONSULTING SERVICES SCHEDULE: If the worlc
accomplished falls behind that scheduled due to factors within the CONSULTANT's
conhol, the CONSULTANT shall tal<e such action as necessary to improve the progress of
the Worl<. In addition, the CITY may require the CONSULTANT to submit a revised
schedule demonshating the proposed plan to mal<e up the delay in schedule progress and
to ensure completion of the Worl< within the allotted Agreement time.
D5. SCHEDULE TIERS SPECIAL INSTRUCTIONS:
The requirements for the schedule are determined based on the nature and needs of the
project. The schedule tier for this project is stated at the top of this document.
CONSULTANT shall submit each schedule relying on the CITY's current Schedule
Guidance Document.
D6. SCHEDULE SUBMITTAL AND PAYMENT:
As stated in III.A.(1). of the Agreement, CONSULTANT shall provide the information
required by Attachment D. CONSULTANT's monthly invoices will not be accepted and
processed for payment without monthly schedule updates that are submitted in the time
and manner required by Attachment D and the CITY's current Schedule Guidance
Document.
City of Fort Worth, Texas
Attachment D
PMO Reiease Date: 02.15.2011
Page 2 of 2
MAYOR AND COUNCIL COMMUNICATION MAP
Bellaire Park Court Drainage Improvements
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Council District 3
Project No. 01081
DETAIL OF PROJECT LOCATION
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 7/9/2013
DATE: Tuesday, July 09, 2013
REFERENCE NO.: **C-26319
LOG NAME: 20SW BELLAIRE PARK COURT DRAINAGE DESIGN
SUBJECT:
Authorize Execution of an Engineering Services Agreement with Dunaway & Associates, L.P., in the
Amount of $387,787.00 for the Design of the Bellaire Park Court Drainage Improvements Project
(COUNCIL DISTRICT 3)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of an Engineering Services Agreement
with Dunaway & Associates, L.P., in the amount of $387,787.00 for the design of the Bellaire Park Court
Drainage Improvements Project.
DISCUSSION:
The engineering services Agreement recommended by this Mayor and Council Communication will
provide the design services for the Bellaire Park Court Drainage Improvements Project, which is needed
to reduce flooding along Bellaire Park Court and an adjoining residential subdivision.
Dunaway & Associates, L.P. (Dunaway), was selected to perform engineering analysis and design
services for this project based on a Request for Qualifications (RFQ) process. Funding for this project is
being provided from revenue bonds in the Stormwater Capital Projects Bond Fund.
M/WBE Office: Dunaway & Associates, L.P., is in compliance with the City's BDE Ordinance by
committing to 16 percent SBE participation on this project. The City's SBE goal on this project is 16
percent.
This project is located in COUNCIL DISTRICT 3, Mapsco 89C.
FISCAL INFORMATION / CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Stormwater Capital Projects Bond Fund.
FUND CENTERS:
TO Fund/Account/Centers
FROM Fund/Account/Centers
P227 531200 203280108130
$387,787.00
CERTIFICATIONS:
Submitted for Citv Manaqer's Office by:
Fernando Costa (6122)
Logname: 20SW_BELLAIRE PARK COURT DRAINAGE_DESIGN Page 1 of 2
Originatinq Department Head:
Additional Information Contact:
Douglas W. Wiersig (7801)
Michael Perkins (2748)
ATTACHMENTS
1. 01081 Bellaire Park Court Drainaqe Map.pdf (Public)
2. 01081 Bellaire Park Court Drainage MWBE.pdf (CFW Internal)
3. 130. 20SW Bellaire Park Court Drainaqe Desiqn(FAR funds verification 5-15-2013 JCT).docx (CFW
Internal)
4. FAR-01081-00006-Design.pdf (CFW Internal)
Logname: 20SW_BELLAIRE PARK COURT DRAINAGE_DESIGN Page 2 of 2