HomeMy WebLinkAboutContract 43361 (2)- -- ,.
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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 URS Corporation, authorized to do business in Texas, (the
"ENGINEER"), for a PROJECT generally described as: Garden Acres Bridge Phase II at
IH 35 W.
Article I
Scope of Services
A. The Scope of Services is set forth in Attachment A.
Article II
Compensation
A. The ENGINEER's compensation is set forth in Attachment B.
Terms of Payment
Article III
Payments to the ENGINEER will be made as follows:
A. Invoice and Payment
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(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.
(2) The ENGINEER will issue monthly invoices for all work performed under this
AGREEMENT. Invoices are due and payable within 30 days of receipt.
(3) 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 3
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 full 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.
A. 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.
B. 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.
C. 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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(2) In soils, foundation, groundwater, and other subsurface investigations,
the actual characteristics may vary significantly between succe�ssive k
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
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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
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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 and Woman Business Enterprise (M/WBE) Participation
In accord with City of Fort Worth Ordinance No. 15530, as amended, the
City has goals for the participation of minority business enterprises and
woman business enterprises in City contracts. Engineer acknowledges the
M/WBE goal established for this contract and its accepted written
commitment to MM/BE 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
order to conduct audits in compliance with the provisions of this article
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together with subsection (3) hereof. CITY shall give
reasonable advance notice of intended audits.
subconsultant
(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.
(1)
INSURANCE
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 CGL, 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.
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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
compensation and employers liability insurance
maintain workers
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.
0
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
documentation shall
of the CITY
not constitute
to request required
a waiver of the
insurance
insurance
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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
CITY.
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.
j. Lines of coverage,
claims-made basis,
prior to the date
insurance shall stat
claims-made.
other than Professional Liability, underwritten on a
shall contain a retroactive date coincident with or
of the contractual agreement. The certificate of
e both the retroactive date and that the coverage is
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.
m. Sub consultants and subcontractors to/of the ENGINEER shall be
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required by the ENGINEER to maintain the same or reasonably
equivalent insurance coverage as required for the ENGINEER. V'�/hen �
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
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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.
A. City-Furnished Data
ENGINEER may rely upon the accuracy, timeliness, and completeness of
the information provided by the CITY.
B. 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.
C. 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.
D. 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 financial
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.
E. Prompt Notice
City of Fort Worth, Texas
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e
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.
(3) The CITY will include in each agreement it enters into with any other entity
City of Fort Worth, Texas
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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. Litigation 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
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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 iong 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'S approval will be obtained in writing prior to proceeding with
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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.
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J. Severability and Survival
I:�
r
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.
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: 04/06/2012
Page 15 of 16
Executed and effective this the 2� day of�'�V� , 20 j2.!
BY:
CITY OF FORT WORTH
l� . �J�
URS Corporation
Director, Dept. of Transpo
Martin L. Rodin, PE
Vice President
Date: 6�,Z8�2
—�
APPROVAL RECOMMENDED:
By:
Public Works
APPROVED
LEGALITY
Douglas �1J. Wiersig, P.E
on and
BY:
ENGINEER
�
`� G�e�.y � "� �%v �,
6
Date: v` 1 3'� Z
��
AS TO FORM AND M&C No.: C-�. � G//
M&C Date: 5� i� r�l
By: ��`�'"�
Douc
�
�/la�y J. Kayser
City Secretary
City of Fort Worth, Texas
Standard Agreement for Engineering Related Design Services
PMO O�cial Release Date: 04/06/2012
Page 16 of 16
W. Black
Assistant City Attorney
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Fernando Costa
Assistant City Manager
ATTACHMENT "A"
Scope for Enqineering Desian Related Services for Street Improvements
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.
OBJECTIVE
Prepare complete Plans, Specifications and Estimates (PS&E) for new bridge construction
at IH 35 W and Garden Acres Drive according to City of Fort Worth and TxDOT Fort Worth
District standards and construction specifications. The proposed bridge will be constructed
to City of Fort Worth and TxDOT Fort Worth District governing standards and specifications.
TxDOT District standards and specifications will govern for the final PS&E submittal since
the project will ultimately be bid and constructed by TxDOT.
WORK TO BE PERFORMED
Task 1.
Task 2.
Task 3.
Task 4.
Task 5.
Task 6.
Task 7.
Task 8.
Task 9.
Design Management
Conceptual Design
Preliminary Design
Final Design
Bid Phase Services
Construction Phase Services
ROW/Easement Services
Survey and Subsurface Utility Engineering Services
Permitting
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. 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
• The ENGINEER shalt attend and conduct a total of 24 internal team meetings during
the course of final design
• Prior to the 30, 60, 90 and 100 percent submittals, the ENGINEER shall complete
QA/QC reviews in accordance with established standards and requirements.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08 19.2010
Page 1 of 28
1.2. Communications and Reporting
• Attend a pre-design kickoff meeting with CITY and TxDOT District staff to confirm and
clarify scope, understand CITY objectives, and ensure economical and functional
designs that meet CITY requirements
• Conduct and document monthly project update meetings with CITY Project Manager
• Conduct review meetings with the CITY and TxDOT District staff at the end of each
design phase
• Conduct and document biweekly design team meetings
• Prepare invoices, in accordance with Attachment B to this Standard Agreement and
submit monthly in the format requested by the CITY.
• Prepare and submit monthly progress reports in the format provided by the respective
CITY Department.
• 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.
• Complete Monthly M/WBE Report Form and Final Summary Payment Report Form at
the end of the project
• 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
• 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.
• 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
• Minimum 12 month design schedule with monthly progress reports and invoices
• All calculations and design shall conform to the latest version of AASHTO LRFD
Specifications for Bridge Design as supplemented by TxDOT's standard design
requirements
• CADD drawings shall be completed in MicroStation and shall follow CADD
standards supplied by the City
• Roadway plans shall be developed according to City of Fort Worth and TxDOT
standards with the following assumptions (moving from west to east):
1. Demolish the existing McPherson Boulevard crossover
City oI Fort Worth, Texas
Attachment A
PMO Release Date 08 27 2010
Page 2 of 28
2. Tie-in to existing westbound lanes and continue east and create �
new intersection at southbound IH 35 W Frontage Road �
3. Continue westbound lanes to new parallel bridge constructed north
of the existing Garden Acres Drive Bridge
4. Continue westbound lanes to the east from new parallel bridge to
create a new intersection at northbound IH 35 W Frontage road
5. Continue to the east and tie-in to existing Garden Acres Drive.
DELIVERABLES
A. Meeting summaries with action items
B. Monthly invoices
C. Monthly progress reports
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
TASK 2. CONCEPTUAL DESIGN (30 PERCENT).
The Conceptual Design shall be submitted to CITY and TxDOT District staff per the
approved Project Schedule.
ENGINEER shall use the latest version of the CITY's Project Review Checklist available
from Buusaw.
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 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 (TxDOT and
railroads), City Master Plans, and property ownership as available from the Tax
Assessor's o�ce.
• The ENGINEER shall obtain information from the CITY regarding the existing
storm drain system (TxDOT plans already provided) and the existing topographic
information for the project site. This information may include digital topographic
and photographic data, as-built construction plans, drainage area maps, existing
City of Fort Worth, Texas
Attachment A
PMO Release Date' 08 27 2010
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hydrologic and hydraulic computations and field sunrey information. This
information will be utilized to verify existing storm drain system materials, sizes,
depths, horizontal and vertical locations, contributing drainage areas, inlet and
outfall Iocations for the development of proposed drainage plans.
• The data collection efforts may include conducting special coordination meetings
with affected property owners and businesses as necessary to develop sewer re-
routing plans.
2.2. Subsurface Utility Engineering
• Provide Subsurface Utility Engineering (SUE) per Task 8.
2.3. The Conceptual Design Package shall include the following:
• Preliminary cover and index of sheets including project limits, area location map
and beginning and end station limits.
• SUE Plan sheets sealed by a licensed professional engineer registered in the
State of Texas.
• Traffic Control Plan: 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. Develop supplemental tra�c control drawings as needed for review
and approval by the Tra�c Division of the Transportation and Public Works
Department. Provide a written summary of the distinct phases to take place
during construction operations to include road and/or lane closures, limited
access to adjacent properties, and limited access to pedestrian and bicycle
traffic.
• TRAFFIC SIGNALS AND ITS DESIGN Provide PS&E for the following:
Temporary Traffic Signal Modifications at IH-35W at Garden
Acres/McPherson;
Permanent Traffic Signal Design for the proposed IH-35W at Garden
Acres interchange
Relocation of the existing ITS CCTV pole, ground box, conduit, and
cable.
The following activities apply for each intersection noted above, unless noted
othenNise:
Traffic Short Report: Prepare and submit a"short report" for the permanent
traffic signal. Obtain hard copies of record drawings from the CITY. The
record drawings should include but not be limited to the proposed roadway
plans, ROW information, and utility plans. If availabte, the CITY will furnish
electronic copies of the CAD files of the existing record drawings or proposed
construction plans. For current signalized intersections, the CITY will furnish
existing timing data. Meet with the CITY in the field to discuss the electric
service, communications, vehicle detection, and Opticom requirements at the
intersection. All existing and proposed utilities, pavement widths, lane
configurations, and traffic control devices will be determined based on field
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.27.2010
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observations, the record drawings provided by the CITY and franchise utility �
locates.
Capacitv Analvsis: Perform a capacity analysis indicating level of service for
each movement. A capacity analysis report using the SynchroT"' analysis
software is preferred. Recommend the appropriate traffic signal phasing for
the interchange with consideration to the capabilities of current CITY
controller hardware and software operation functions.
Traffic Short Report document shall include the following:
Existing and/or projected traffic volumes
Discussion of existing and proposed conditions
Capacity analysis results
Photo-log of intersection approaches
Recommendations for signal design, phasing, operations,
illumination, and pedestrian accommodations, including a
preliminary layout with cabinet, pole, and service placements
• Proposed phasing of any water, sanitary sewer, and/or drainage work that is
included in this project documented in both the project schedule and narrative
form.
• Existing typical sections of the roadway to be constructed along with proposed
typical sections which outline the proposed improvements. Typical sections shall
include existing and proposed ROW, existing and proposed lane widths and
direction arrows, existing and proposed curbs, sidewalks, and retaining walls.
• Conceptual plan and profile sheets showing existing and proposed horizontal
roadway alignments, existing and proposed ROW, existing and proposed
sidewalks and driveways, proposed lane dimensions and lane arrows, existing
drainage structures, city owned and franchise utilities, and existing roadway
vertical alignments (profiles).
• Conceptual drainage plans to City of Fort Worth/TxDOT standards with the
following assumptions (moving west to east):
Inlets located on west side: Relocate existing inlet on SB frontage
road. Regrade drainage swale between new bridge and old bridge
directing flow towards existing inlets. Provide concrete swale
directing flow from bridge deck to existing inlet. Relocate existing inlet
on NB frontage road
Inlets located on east side: Reconstruct drainage swale on west side
of NB frontage road.
• Documentation of key design decisions.
• Estimates of probable construction cost.
ASSUMPTIONS
City ot fort Worth, Texas
Attachment A
PMO Release Date: 08 27.2010
Page 5 of 26
• The ENGINEER shall develop the bridge layouts based on TxDOT standard
practices for interstate overpass construction. Structure type, length and typicai
section shall be finalized and presented for approval to the CITY and TxDOT.
• The ENGINEER assumes that this bridge will rely upon prestressed concrete I-
beams or I-girders. Vertical profiles for this bridge will be similar to the adjacent
structures. Vertical clearances will meet current standards. Substructure
elements will be conventional round columns and rectangular caps. There is no
aesthetic design to be applied to this bridge.
• Traffic counts collected in 2011 will be used in traffic and signal design. Future
traffic projections for bridge and pavement design are anticipated to be provided
by the CITY or by the TxDOT Transportation Planning and Programming Division
at no cost to the ENGINEER
• Pedestrian, bike lane and ADA requirements will be determined for each
intersection.
• Base plan sheets for signal plans will be created from the record drawings,
topographic survey, and aerial photography, if available.
• Submit 1-PDF through Buzzsaw and provide up to two (2) 8.5" x 11" paper
copies of the draft Traffic Short Report to the CITY.
• Incorporate review comments from one (1) review and submit final Tra�c Short
Report to the CITY (1 — PDF electronic copy; 2— 8.5 x 11" paper copies).
• All SUE plan deliverables will be in a format acceptable to the CITY and TxDOT,
including individual test hole data sheets.
• Four (4) sets of half size plans will be delivered for the 30% design.
• ENGINEER shall prepare minutes of the Concept Review Meeting
• One (1) PDF file created from the design CAD drawings will 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. SUE Plan Sheets
C. Draft Tra�c Short Report
D. Final Traffic Short Report
E. Documentation of key decisions
TASK 3. PRELIMINARY DESIGN (60 PERCENT).
City of FoR Worth, Texaa
Attachment A
PMO Release Date: 08.27.2010
Page 8 of 28
�
Preliminary plans and specifications shall be submitted to CITY per the approved Project =
Schedute.
ENGINEER shall use the latest version of the CITY's Project Review Checklist available
from Buusaw.
Commencement of the bridge design beyond the 30 Percent submittal shall not proceed
without formal approval of bridge layouts by the City of Fort Worth and the TxDOT Bridge
Division
ENGINEER will develop the preliminary design of the infrastructure as follows.
3.1. Development of Preliminary Design Drawings and Specifications for 60% PS&E shall
include the following:
• Traffic Control Plan updated to reflect any changes as a result of the conceptual
design submittal while also including all construction signage and pavement
markings which will be in accordance with the latest edition of the Texas Manual
on Uniform Traffic Control Devices.
• 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 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).
• SUE plan drawings.
• Updated existing and proposed typical section sheets.
• Updated roadway plan and profile sheets displaying station and coordinate data for
all horizontal alignment P.C.'s, P.T.'s, P.I.'s; station and elevation data of all
vertical profile P.C.'s, P.T.'s, P.I.'s, low points, and high points; lengths of vertical
curves, grades, K values, e, and vertical clearances where required.
• No less than two bench marks plan/profile sheet.
• Bearings given on all proposed centerlines, or baselines.
� Station equations relating utilities to paving, when appropriate.
• Overall project easement layout sheet(s).
• Intersection layout sheets including ROW lines, horizontal alignments, utilities,
curbs, sidewalks, driveways, lane dimensions and arrows, and existing and
proposed contours (0.25' intervals)
• Preliminary roadway details to include curbs, curb expansion joints, driveways,
sidewalks, and pavement details.
City of Fort Worth, Texas
Attachment A
PMO Release Dale: 08.27.2010
Page 7 of 28
• 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'
scate from available 2-foot contour data with the contours labeled. Data source
and year will be provided by the CITY. Calculations regarding street and right-of-
way capacities and design discharges (5-year and 100-year frequencies) at
selected critical tocations will be provided. Capacities of existing storm drain will
be calculated and shown. All calculations shall conform to CITY criteria
delineated in the latest version of the CITY's Storm Water Management Design
Manual. All locations in the project area where 100-year runoff exceeds
available storm drain and right-of-way capacities shall be clearly identified. The
ENGINEER's responsibility includes recommendations for improvements of the
existing system as deemed reasonable and consistent with CITY standards.
• Storm drain layout sheets showing location and size of all inlets, manholes,
junction boxes, culverts and piping to include storm drain profiles showing existing
and proposed flow lines, flows, lengths and slopes of pipe, top of ground profile
over pipe and connections to existing or proposed storm sewer systems.
� Preliminary signing, pavement marking, bike lane, illumination and signal layouts.
• Development of Preliminary Bridge Design Drawings at this stage shall include
preparation of the Abutment and Bent Cap Details with Plan and Elevation to
show the basic intent of design (overall dimensions of elements)
3.2. Geotechnical Investigation/Pavement Design
• 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.
• The ENGINEER shall prepare a detailed geotechnical engineering study and
pavement design in conformance with latest version of the City of Fort Worth
Pavement Design Standards Manual, 2005. The study shall include
recommendations regarding utility trenching and identify existing groundwater
elevation at each boring.
3.3. Public Meeting
After the preliminary 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, prepare
and mail the invitation letters to the affected customers. The ENGINEER shall
coordinate with the CITY GIS staff to identify affected property owners/residents and
develop a spreadsheet listing addresses of those to invite to the public meeting.
Provided below is a summary of the tasks associated with providing support to the
City for the proposed public meeting.
• Prepare public meeting material (material will include PowerPoint presentation,
comment form, agenda, and up to six display boards)
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.27.2010
Page 8 of 28
• Attend and assist the City with conducting the public meeting to inform property �
owners/residents of proposed project �
• Prepare a public meeting summary document after the public meeting and the
conclusion of the comment period
3.4 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.
3.5 Environmental Screening Document
To ensure compliance with federal, state and local environmental regulatory
requirements, ENGINEER will prepare Environmental Documentation with content and
format approximately equivalent to the TxDOT Standards of Uniformity (SOU) for a
non-federal (non- Federal Highway Administration [FHWA]) Categorical Exclusion
(CE) document.
• The Environmental Documentation will provide a brief summary and record of the
project area's existing environmental setting, potential concerns, anticipated
project-related impacts, and associated mitigation commitments and permitting
requirements. The Environmental Documentation will more specifically provide a
brief description of the existing facility and proposed action, and a brief
assessment and written description of the project area's environmental setting,
including: an overview of its natural setting, land use and right-of-way,
socioeconomics, cultural resources (historic properties and archeological
resources), physiographic setting (geology and soils), water quality and aquatic
resources, biological resources (vegetation and wildlife), air quality, noise, and
hazardous materials. The document will include a discussion of anticipated direct
impacts, as well as a brief discussion of indirect and cumulative impacts (if any).
The document will also include a brief listing of the project's impact mitigation
commitments and permitting requirements (if any), as well as a description of any
public involvement undertaken. A photographic log and appropriate maps and
figures will be included as document exhibits to visually support the written
descriptions.
• The Environmental Documentation would include the following discussions:
■ An evaluation of the proposed project area's potential acreage of land
disturbance, and a preliminary determination regarding potential project
requirements for a stormwater pollution prevention plan, permit or other
agency coordination.
■ An evaluation of the project area's aquatic resources for the presence of
potentially jurisdictional waters of the U.S., including wetlands, and
potential project impacts thereto. It will also include an evaluation
regarding potential Section 404 applicability and the project's potential
qualification for Nationwide Permitting (NWP) under Section 404 of the
Clean Water Act (CWA), with or without Pre-Construction Notice (PCN) to
City of Fort Worth, Texas
Attachment A
PMO Release Date: OB 27 2010
Page 9 of 28
the U.S. Army Corps of Engineers (USACE), versus Individual Permitting,
or associated agency consultation and coordination requirements. `
■ An evaluation of project area flood maps to document the presence of any
ftood hazard area established by the Federal Emergency Management
Agency (FEMA) within the project study area. It will also provide a
preliminary determination regarding any requirements for coordination with
the local floodplain administrator and/or floodplain permitting.
■ An evaluation of the proposed project area's vegetation features and
potential wildlife habitat. A review of state and federal threatened and
endangered species lists would be conducted, and an informal survey
determining the likely presence of each species and their preferred habitat
within the project's study area would be documented. The document will
provide a preliminary determination regarding the potential necessity of a
formal presence/absence survey for threatened and endangered species,
or other agency consultation and coordination for potential impact
mitigation and/or permitting requirement.
■ A basic tree survey to document the project area tree canopy and to
identify the predominant species of mature trees within the project area.
Significant trees (as based upon the list of species recognized as such by
the City of Fort Worth forester) within the project's proposed construction
zones, and other large trees with estimated diameter at breast height of
18-inches or more within the project area, would be measured and plotted
on the project plan sheets. The envir.onmental documentation will provide
a preliminary determination regarding the potential requirements for
consultation, coordination and/or permitting with Texas Parks and Wildlife
Department (TPWD) and/or the City of Fort Worth for project-related tree
disturbance or removal.
■ A review of the State of Texas Historic Atlas and a windshield survey of the
proposed project area for potential historic-age resources. It will also
provide a preliminary determination regarding any further investigation or
agency coordination requirements or recommendations regarding potential
historic and archeological resources within the project area.
■ A basic investigation and evaluation of the project area's potential
hazardous materials concerns. A search of standard environmental
regulatory database records would be included. The evaluation will be
based upon the standard TxDOT protocol for Hazardous Materials Initial
Site Assessment (ISA). The Environmental Documentation will provide a
preliminary determination as to whether/not further investigation is
recommended to identify and address potential hazardous materials
liabilities within the proposed project area.
3.6 Traffic Signal Design
Prepare and submit PS&E for Traffic Signals and ITS for the interchange as follows:
Estimate Summary Sheet (Traffic Signals and ITS)
General Notes Sheet (Traffic Signals and ITS)
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.27 2010
Page 10 of 26
Existing Conditions Layout showing utility lines, illumination; �
signs, markings, and any removals (if necessary).
Temporary Traffic Signal Design Layout (by TCP Phase) `
showing existing utilities (utility poles, street lights, storm
drains, fire hydrants, etc.), timber poles and span wire,
controller cabinet assemblies, signal heads, street lights,
detector loops or other detection systems, conduit, ground
boxes, power sources with distribution to signal service,
communications connections, wiring diagrams, signal phasing
plan by TCP phase, Opticom equipment, conduit and cable
chart, pole summary chart, phasing sequence, pole details,
pole locations diagram, and all other items required for the
complete construction of the temporary signals
Permanent Traffic Signal Design Layout showing existing
utilities (utility poles, street lights, storm drains, fire hydrants,
etc.), permanent traffic signal poles and mast arms, pedestrian
signal poles, pedestrian signals, push buttons, controller
cabinet assemblies, signal heads, street lights, detector loops
or other detection systems, conduit, ground boxes, power
sources with distribution to signal service, communications
connections, wiring diagrams, pavement markings, signal
phasing plan, Opticom equipment, conduit and cable chart,
pole summary chart, phasing sequence, pole details, pole
locations diagram, and all other items required for the
complete construction of the signals.
ITS CCTV Pole Relocation Layout showing existing utilities, �
existing ITS equipment and the proposed relocation of the ITS
CCN pole and associated ground boxes, conduit, and cable.
Signs Layout (Temporary and Permanent Signals) showing
existing and proposed mast arm/span wire mounted signs and
sign summary charts.
Traffic Signal Standard Detail Sheets
Preliminary Opinion of Probable Construction Cost
(Traffic Signals and ITS)
3.7 Utility Clearance
• The ENGINEER will consult with the CITY's Transportation and Public Works
Department, Water Department, and other CITY departments, public utilities,
private 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.
• 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
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08.27.2010
Page 11 of 28
project. The DWF files should be created directly from the CAD files as opposed �
to PDF files.
• The ENGINEER anticipates public utility adjustment for the following:
West side Utilities: Existing 16" diameter water line on the west
side of IH 35 W located within a dedicated 20' utility easement that
transitions to a 12" diameter line north of McPherson. Existing 16"
diameter line in McPherson Boulevard to the west of IH 35 W service
road constructed in 1999.
Estimate adjusting approximately 200' of the existing 16" diameter
water line by lowering it along IH 35 W and 60' of the 16" diameter line
in McPherson.
East side Utilities: Existing 20" diameter concrete water line
constructed in 1971, located 12' within TxDOT ROW. Existing 16"
diameter line in Garden Acres Drive.
Estimate adjusting the 20" diameter line by off-setting for
approximately 400' and lowering the line. Gate valves will be added
north and south of the re-aligned 16" diameter waterline in Garden
Acres Drive. Approximately 100' of the 16" diameter line in Garden
Acres Drive will be re-aligned and lowered.
3.8 Project Decision Log
• ENGINEER shall document and provide to CITY a record of key design decisions
made during this stage of the project delivery.
3.9 Estimate of Probable Construction Cost
• ENGINEER shall provide an estimate of probable construction cost for the 60%
stage using standard CITY bid items with modifications as necessary for TxDOT
review and acceptance.
ASSUMPTIONS
• One (1) public meeting will be attended and coordinated by the ENGINEER
• Four (4) geotechnical borings at 30'; Two (2) geotechnical borings at 10'.
• All storm water calculations and design shall conform to the City of Fort Worth
latest Storm Water Management Design Manual.
• Eight (8) sets of half size plans will be delivered for the 60% design.
• Two (2) sets of full size plans will be delivered for the 60% design
• Two (2) sets of specifications will be delivered for the 60% design.
• DWF files created from design CAD drawings will be uploaded to the designated
project folder in Buzzsaw.
City of Fort Worth, Texas
Attachment A
PMO Release Date 08 27.2010
Page 12 of 26
• The CITY's front end technical specifications will be used where applicable. The
ENGINEER shall use TxDOT Standard Specifications for Construction for the
final PS&E design for TxDOT letting.
• ENGINEER shall not proceed with Final Design activities without written approval
by the CITY of the Preliminary Design plans.
• The PS&E shall be prepared in accordance with the applicable requirements for
CITY and TxDOT plans, details, specifications, standards, and manuals.
� One (1) meeting with TxDOT anticipated to determine CCTV pole relocation
details.
• Existing traffic signal specifications and standards furnished by the CITY and
TxDOT will be used for design plans. The plans, standards and any special
specifications will be prepared using English units.
• All CAD standards and level symbology will follow CITY and TxDOT Fort Worth
District requirements.
• The CITY will provide determination for provision of vehicle detection and
Opticom equipment.
• All intersections will be designed to accommodate existing or future pedestrian
activities, including accessible pedestrian signals (APS) and countdown
pedestrian signal heads as requested by the CITY.
• Geotechnical data collection assumptions are that the site is readily accessible;
the site does not require clearing for boring access; the boring locations can be
accessed by a truck-mounted drilling rig; the boring locations are not covered by
concrete; and the boring locations are located within the existing TxDOT Right-
of-Way.
� Two (2) hardcopies of the draft Environmental Documentation will be provided to
TxDOT for review and comment, along with one (1) electronic copy (CD).
Two (2) hardcopies of a single revised version of the Environmental Document
will be provided to TxDOT for a second review and comment, along with one (1)
electronic copy (CD). Ten (10) hardcopies of the final Environmental Document
will be provided to TxDOT, along with one (1) electronic copy (CD). (Fewer
hardcopies may be delivered, if so requested/accepted by TxDOT.) One (1)
hardcopy and one (1) electronic copy (CD) will be provided to CITY concurrent
with each submittal to TxDOT.
• It is presumed that the proposed project would receive no state or federal
funding; therefore, FHWA involvement and formal environmental documentation
under the National Environmental Policy Act (NEPA) would not be required. It is,
however, anticipated that TxDOT will require Environmental Documentation for
the project, with content and format roughly equivalent to that of a Non-FHWA
CE.
• It is presumed that no monitoring or modeling for air quality or noise would be
required.
City of Fort WoRh, Texas
Attachment A
PMO Release Oate' 08.27.2010
Page 13 of 28
• It is presumed that a formal presence/absence survey for threatened and
endangered species would not be required.
• Except as noted within the scope of Task 3.5, it is presumed that further survey
and documentation of trees within the proposed project area would not be
required.
• It is presumed that a historic-age resources reconnaissance survey and an
archeological resources background study and survey would not be required.
• It is presumed that the proposed project would not require Phase I Environmental
Site Assessment in accordance with ASTM E1527 guidelines, Phase II
(environmental sampling), or Phase III (environmental remediation) senrices.
• Matters presented within the Environmental Documentation (and/or as generated
during review and comment) as warranting further study, and any required or
recommended regulatory mitigation or agency consultation, coordination and
permitting would be considered additional services. Such services are available
and can be quoted upon request.
DELIVERABLES
A. Preliminary Design drawings and specifications (60%)
B. Utility Clearance drawings
C. Geotechnical Report
D. Estimates of probable construction cost
E. Public Meeting exhibits
F. Environmental Documentation, roughly equivalent to a TxDOT Non-FHWA CE
TASK 4. FINAL DESIGN (90 PERCENT) AND FINAL CONSTRUCTION DOCUMENTS
(100 PERCENT).
• Upon approval of the Preliminary plans, ENGINEER will prepare construction
plans as follows:
Task 4.1 Development of Preliminary Design Drawings and Specifications for 90%
PS&E shall include the following
• Final draft construction plans (90%) and specifications shall be submitted
to CITY per the approved Project Schedule.
Task 4.2 . Development of Preliminary Design Drawings and Specifications for 100%
PS&E shall include the following
• 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.
• The ENGINEER shall submit a final design estimate of probable
construction cost with both the 90% and 100% design packages. This
City of Fort Worth, Texas
Attachment A
PMO Release Date o8 27.2010
Page 14 of 28
estimate shall use standard CITY bid items but costs may be based upon
TxDOT's 12-month running average as published by TxDOT.
ASSUMPTIONS
• Ten (10) sets of half size drawings, one (1) set of full size drawings and two (2) sets of
specifications will be delivered for the 90% Design package.
• Two (2) sets of full size drawings and two (2) sets of specifications will be delivered for
the 100% Design package.
• A DWF file for the 90% Design will be created from design CAD drawings and will be
uploaded to the project folder in Buzzsaw.
• A DWF file for the 100 % Design will be created from design CAD drawings and will be
uploaded to the project folder in Buzzsaw.
DELIVERABLES
A. 90% construction plans and specifications.
B. 100% construction plans and specifications.
C. Detailed estimates of probable construction costs including summaries of bid items and
quantities using the CITY's standard bid items and format.
TASK 5. BID PHASE SERVICES.
ENGINEER will support the bid phase of the project as follows.
5.1. Bid Support
• The ENGINEER shall upload all plans and contract documents onto Buzzsaw.
• Contract documents shall be uploaded in an .xls file.
• Unit Price Proposal documents are to be created utilizing CFW Bidtools only
and combined in a specified spreadsheet workbook, Bid Proposal Worksheet
Template, and will be populated and configured so that all pages are
complete and the Summary Worksheet(s) in the workbook detail and
automatically summarize the totals from the inserted Unit Price Proposal
document worksheets.
• Plan Sets are to be uploaded to Buusaw in two formats, .pdf and .dwf files.
The .pdf will consist of one file of the entire plan set. The .dwf will consist of
individual files, one for each plan sheet, and will be numbered and named in
a manner similar to that of the plan set index.
• Attend a pre-bid conference in support of the CITY and TxDOT if required.
• If substitution prior to award of contracts is allowed in the contract documents,
the ENGINEER will advise the CITY and TxDOT as to the acceptability of
alternate materials and equipment proposed by bidders.
City of Fort Worth, 7exas
Attachment A
PMO Release Date: 08 27 2010
Page 15 of 28
5.2
• A copy of the Bid Tabulation is to be uploaded into the projecYs Bid Responses
folder on Buzzsaw.
Mylar Drawings
The ENGINEER shail submit a set of sealed conformed Mylar drawings for TxDOT
bid letting purposes.
• Record Drawings shall also be submitted as an Adobe Acrobat PDF format
(version 6.0 or higher) file and DGN format. There shall be one (1) PDF file
and one (1) DGN file for the TPW plan set. Each PDF and DGN file shall contain
all associated sheets of the particular plan set. Sin�aular PDF and DGN files for
each sheet of a plan set will not be accepted. PDF and DWF files shall
conform to naming conventions as follows:
I. TPW file name example —"W-1956_org47.pdf' where "W-1956" is the
assigned file number obtained from the CITY, "_org" designating the file is
of an original plan set, "47" shall be the total number of sheets in this file.
Example: W-0053_org3.pdf and K-0320_org5.pdf
II. Water and Sewer file name example —"X-35667_org36.pdf' where "X-
35667" is the assigned file number obtained from the CITY, "_org"
designating the file is of an original plan set, "36" shall be the total number
of sheets in this file.
Example: X-12755_org18.pdf
Both PDF and DWF files shall be uploaded to the project's Record Drawing folder
in Buzzsaw.
For information on the proper manner to submit files and to obtain a file number for
the project, contact the Department of Transportation and Public Works Vault at
telephone number (817) 392-8426. File numbers will not be issued to a project
unless the appropriate project numbers and fund codes have been assigned and
are in the Department of Transportation and Public Works database.
ASSUMPTIONS
• The project will be bid only once and awarded to one contractor.
• Ten (10) sets of half size conformed construction documents and one (1) set of
half size Mylar documents will be delivered to TxDOT for final bid purposes.
• PDF and DWF files witl be uploaded to Buusaw.
DELIVERABLES
City of Fort Worth, Texas
Attachment A
PMO Release Date 08.27.2010
Page 16 of 26
A. Mylar drawings
B. A copy of TxDOT bid tabulations
C. Construction documents (conformed, if applicable)
TASK 6. CONSTRUCTION PHASE SERVICES.
ENGINEER will support the construction phase of the project as follows.
6.1 Construction Support
• The ENGINEER shall attend the preconstruction conference.
• After the pre-construction conference, the ENGINEER shall provide project
exhibits and attend a final public meeting to help explain the proposed project to
residents. The CITY shall select a suitable location and mail the invitation tetters
to the affected customers. This effort will utilize previous public meeting material
used in the first public meeting with modifications made as necessary in order to
utilize these in the final public meeting. Attend and assist the City with conducting
the final public meeting. Prepare a public meeting summary document at the
conclusion of the pubtic meeting and comment period.
• The ENGINEER shall visit the project site at requested intervals as construction
proceeds to observe and report on progress.
• The ENGINEER shall review shop drawings, samples and other submittals
submitted by the contractor for general conformance with the design concepts and
general compliance with the requirements of the contract for construction. Such
review shall not relieve the Contractor from its responsibility for performance in
accordance with the contract for construction, nor is such review a guarantee that
the work covered by the shop drawings, samples and submittals is free of errors,
inconsistencies or omissions. The ENGINEER shall log and track all shop
drawings, samples and other submittals in Buusaw.
• As requested by the CITY, the ENGINEER shall provide necessary interpretations
and clarifications of contract documents, review change orders, and make
recommendations as to the acceptability of the work.
6.2 Record Drawings
• The ENGINEER shall prepare record drawings from information submitted by the
inspector and/or Contractor. The drawings shall be submitted as full size (22" x
34") Mylar drawings.
� The ENGINEER shall submit a set of Mylar drawings for record storage with
appropriate notification that these drawings were prepared from markups provided
by the CONTRACTOR or markups provided by the CITY.
• Record Drawings shall also be submitted as an Adobe Acrobat PDF fo�mat
(version 6.0 or higher) file and DGN format. There shall be one (1) PDF file and
one (1) DWF file for the TPW plan set. Each PDF and DGN file shall contain all
associated sheets of the particular plan set. Sinpular PDF and DGN files for
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08 27 2010
Page 77 of 28
each sheet of a pian set will not be accepted. PDF and DGN files shall
conform to naming conventions as follows:
I. TPW file name example —"W-1956_org47.pdf' where "W-1956" is the
assigned fite number obtained from the CITY, "_org" designating the file is
of an original plan set, "47" shall be the total number of sheets in this file.
Example: W-0053_org3.pdf and K-0320_org5.pdf
II. Water and Sewer file name example —"X-35667_org36.pdf' where "X-
35667" is the assigned file number obtained from the CITY, "_org"
designating the file is of an original plan set, "36" shall be the total number
of sheets in this file.
Example: X-12755_org18.pdf
Both PDF and DWF files shall be uploaded to the projecYs Record Drawing folder
in Buzzsaw.
For information on the proper manner to submit files and to obtain a file number for
the project, contact the Department of Transportation and Public Works Vault at
telephone number (817) 392-8426. File numbers will not be issued to a project
unless the appropriate project numbers and fund codes have been assigned and
are in the Department of Transportation and Public Works database.
ASSUMPTIONS
• Three (3) site visits are assumed.
• Four (4) submittal reviews are assumed.
• Four (4) RFI's are assumed.
• One (1) Change Order is assumed.
DELIVERABLES
A. Public meeting exhibits
B. Response to Contractor's Request for Information
C. Review of Change Orders
D. Review of shop drawings
E. Final Punch List items
D. Record Drawings
Ciry of FoR Worth, Texas
Attachment A
PMO Release Date: 08 2Z2010
Page 18 of 28
TASK 7. ROW/EASEMENT SERVICES.
ENGINEER will support and perform activities related to ROW and land 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, easements needs for construction
of the project. Required temporary and permanent easements will be identified
based on available information and recommendations will be made for approval
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.
• Prepare a Right-of-Way Map with appropriate right-of-way instruments of
conveyance and proposed right-of-way lines. Locate any additional property
corners (if needed). All procedures shall conform with TxDOT's Right-of-Way,
Book I and II and in accordance with the Texas Board of Professional Land
Surveying Practices Act and special procedures as may be require by the Fort
Worth District. Submit (3) three copies each of the preliminary right-of-way strip
maps. All final deliverables shall be signed and sealed by a Texas Registered
Professional Land Surveyor.
• Revise Right-of-Way Map due to changes set forth by the CITY or State.
• Prepare computation sheets for Survey Closure and Area for each parcel
acquired.
• Prepare exhibits with field notes for right-of-way acquisition as requested
(estimated for this proposal at 2 parcels). All exhibits and legal descriptions shall
be in accordance with State specifications. Submit three (3) copies of acquisition
documents with parent tract deeds and traverse sheets to the CITY and TxDOT
District Office for review. All final deliverables shall be signed and sealed by a
Texas Registered Professional Land Surveyor.
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
City of Fort Worth, Texas
Attachment A
PMO Release Oate: 08 27 2010
Page 19 of 28
• 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.
DELIVERABLES
A. Easement exhibits and meets and bounds provided on CITY forms.
B. Temporary Right of Entry Letters
TASK 8. SURVEY AND SUBSURFACE UTILITY ENGINEERING SERVICES.
ENGINEER will provide survey support as follows.
8.1. Design Survey
• ENGINEER will perform field surveys to collect horizontal and ve�tical 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, elevations of all sanitary and adjacent storm sewers, rim/invert elevations,
location of buried utilities, 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 AL� 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;
a. Identified (Existing. CITY Monument #8901, PK Nail, 5/8" Iron Rod)
b. X, Y and Z Coordinates, in an identified coordinate system, and a
referred bearing base. Z coordinate on CITY Datum only.
c. Descriptive �ocation (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).
- Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the
same coordinate system, as the Control.
- No less than two horizontal bench marks, per line or location.
- Bearings given on all proposed centerlines, or baselines.
- Station equations relating utilities to paving, when appropriate.
Ciry of Fort Wo�th, Texas
Attachment A
PMO Release Date: 08.27.2010
Page 20 of 28
8.2. Temporary Right of Entry Preparation and Submittal
• Prior to entering property, the ENGINEER shall prepare, mail and obtain
Temporary Right of Entry from landowners.
• The documentation shall be provided in conformance with the checklists and
templates available on the CITY's Buzzsaw site.
8.3. Subsurface Utility Engineering
Provide Subsurface Utility Engineering (SUE) to Quality Levels D, C, B and A as
noted below. The SUE shall be performed in accordance with Cl/ASCE 38-02.
• Proposed SUE scope includes Quality levels D, C, B and A. The work limits are
from the intersection of IH 35 W and Garden Acres Drive Bridge approximately
700 feet East and West along Garden Acres Drive within the ROW. The area
also includes approximately 200 feet North and South of the extended Garden
Acres ROW line.
• The SUE proposal estimates there are telephone, natural gas, sanitary sewer,
storm sewer, fiber optics, electric, and water utilities within the work area. The
SUE scope estimates approximately 6,800 feet of utilities within the project area.
Eight (8) test holes are estimated to verify exact locations and elevations of
specific utilities that may be in conflict with the proposed bridge improvements.
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 ptan 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 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 �evel 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, if such features
have not already been surveyed by a professional surveyor. If previously
surveyed, check survey data for accuracy and completeness.
City ot Fort Worth, Texas
Attachment A
PMO Release Date 08.27 2010
Page 21 of 28
• The survey shall also inciude (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 Qualitv Level C)
• 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 othen►vise directed, mark centerline of single-conduit lines, and outside
edges of multi-conduit systems.
• Resolve differences befinreen 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
• Expose and locate utilities at specific locations.
• Tie horizontal and vertical location of utility to survey control.
• 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.
8.4. Construction Survey
ENGINEER will set control points (i.e. tie survey to permanent monument such as
TPW monuments and/or property corners, one location each at beginning and end of
project) for the project, these points must be indivisible. This is a one-time
occurrence and shalt be at a fee of $1,500.00 as shown in Exhibit B. If additional
staking is needed due to vandalism or contractor destruction of established control
City ot Port Worth, Texas
Altachment A
PMO Release Date 08 27 2010
Page 22 0l 28
points, the ENGINEER will re-establish control points for the project at a rate of •
$1,500.00 day.
ASSUMPTIONS
• If non-routine traffic control measures are required (permits, barricades, flag
person, changeable message board, etc.), these services will be considered
extra and will be provided as an additional service.
• Test hole excavations will be backfilled with appropriate material and the original
surface will be restored. The backfill will be compacted in lifts by mechanical
means to prevent future settlement.
• Invoicing will be based on the actual number of test holes completed and the
actual utility depths.
• Vertical control will be established using GPS VRS data collection (NAVD88) with
a hard tie to the City of Fort Worth control monument. A minimum of two (2)
temporary benchmarks will be established for future reference on the plans.
• The topographic survey shall include a minimum of 200 feet down each IH 35 W
access road.
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.
C. SUE plan drawings sealed by a professional engineer registered in Texas.
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 — Erosion Control Details
For projects that disturb an area greater than one (1) acre, The ENGINEER shall
coordinate with the CITY's contractor and provide oversight of SWPPP details
prepared by the contractor as part of the Grading Permit requirements. The CITY's
Contractor will be responsible for preparing, filing, updating and maintaining the
SWPPP with appropriate regulatory agencies including inserting contractor-specific
information into the SWPPP manual, for updating and maintaining the SWPPP
manual and fulfilling its requirements throughout construction. The CITY's
Contractor shall also be responsible for procuring a storm water discharge permit by
filing Notice of Intent (NOI), Notice of Termination (NOT) and related documents with
the appropriate regulatory agencies if/as/when required.
Erosion Control plans will be prepared following approval of the Traffic Control
phasing sheets. The ENGINEER will prepare Erosion Control Plan sheets based on
one (1) sheet per constructivn phase. The estimated number of construction phases
for the overall project is four (4) phases
9.4. Texas Department of Transportation (TxDOT) Permit
City o( Fort Worth, Texas
Attachment A
PMO Release Date: 08.27.2010
Page 23 of 28
� Meet, negotiate and coordinate to obtain approval of the agency issuing the
agreement and/or permits.
• Completing all forms/applications necessary.
• Submitting forms/applications for CITY and TxDOT review
• Submitting revised forms for agency review
• Responding to agency comments and requests
9.5. Texas Department of Licensing and Regulation (TD�R)
• Identify and analyze the requirements of the Texas Architectural Barriers Act,
Chapter 68 Texas Administrative Code, and become familiar with the
governmental authorities having jurisdiction to approve the design of the Project.
• Submit construction documents to the TDLR
• Completing all TDLR forms/applications necessary
• Obtain the Notice of Substantial Compliance from the TDLR
• Request an inspection from TDLR or a TDLR locally approved Registered
Accessibility Specialist no later than 30 calendar days after construction
substantial completion. Advise the CITY in writing of the results of the inspection.
• Responding to agency comments and requests
ASSUMPTIONS
• It is presumed that the proposed project would receive no state or federal
funding; therefore, formal NEPA documentation would not be required and
environmental clearance from the Federal Highway Administration (FHWA) or
other federal agencies would not be required. However, it is anticipated that
TxDOT will require and approve Environmental Documentation with content and
format roughly equivalent to that of a TxDOT Non-FHWA CE.
• It is presumed that the proposed project would qualify for NWP under Section 404
of the CWA, without PCN to USACE. It is thus presumed that a direct
coordination with USACE and a PCN for NWP or Individual Permitting under
Section 404 would not be required.
• It is presumed that the proposed project is not located within a flood hazard area
established by FEMA. It is thus presumed that coordination with the local
floodplain administrator would not be required, and that a revised CLOMR/LOMR
and/or floodplain permit would not be required.
• It is presumed that consultation, coordination and/or permitting with the TPWD
and/or U.S. Fish and Wildlife Service (USFWS) would not be required.
• It is presumed that no significant or large trees would be removed or disturbed by
the proposed project in such manner that would require an Urban Forestry Permit
from the City of Fort Worth.
City of Fort Worth, Texas
Attachment A
PMO Retease Date: 08.27 2010
Page 24 of 28
• It is presumed that agency and/or tribal consultation, coordination or permitting
would not be required for project area historical and archeological resources.
DELIVERABLES
A. Stormwater Pollution Prevention Plan (SWPPP)/Erosion Control Plan
B. TDLR Submittal
C. TxDOT Permits (if required)
ADDITIONAL SERVICES NOT INCLUDED IN THE EXISTING SCOPE OF SERVICES
Additional Services not included in the existina 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 resul� 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:
• Negotiation of easements or property acquisition.
• 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.
• Any form of Environmental Documentation that is more comprehensive or more
stringent than that outlined within the current TxDOT Standards of Uniformity
(SOU) for a Non-FHWA CE, with consideration for the scope and assumptions
noted under Task 3.5.
• USACE consultation or coordination; formal Wetland Delineation and/or
Preliminary Jurisdictional Determination; Pre-Construction Notice to USACE for
a NWP; or, an Individual Permit application in accordance with Section 404 of
the CWA.
� Consultation or coordination with the local floodplain administrator; or, a
revised CLOMR/LOMR; and/or, floodplain permit application.
• Formal presence/absence survey for threatened and endangered species;
and/or other TPWD or USFWS consultation/coordination or permitting.
• City of Fort Worth Urban Forestry Permit application.
• Historic-age resources research design and/or reconnaissance survey.
• Archeological resources background study and/or field su►vey.
• Consultation, coordination or permitting with agency or tribal representatives for
historical and/or archeological resources.
City of Fort Worth, Texas
Attachment A
PMO Release Date: 08 27 2010
Page 25 of 26
• Air quality monitoring and/or modeling.
• Noise or vibration monitoring and/or modeling.
• ASTM E1527 Phase I Environmental Site Assessment; and/or, Phase II
environmental sampling/coordination; and/or, Phase III remediation/
coordination.
"Notwithstanding any other term or condition in this Agreement, the City and the
Engineer agree that the terms "ensure," "best;' and/or "assure" shall only require
Engineer to perform the Services in accordance with the same degree of care and
skill ordinarily exercised by members of Engineer's profession practicing at the same
time and in the same eneral location; and that the use of such terms shall in no way
alter or enlarge the standard of care applicable to Engineer."
City ot Fort Worth, Texas
Attachment A
PMO Release Oate 08 27 2010
Page 28 of 28
CITY OF FORT WORTH
PLAN SUBMITTAL CHECKLIST
FOR 30% STORM WATER MANAGEMENT PLANS
Item No. Item DONE N/A COMMENTS & INITIALS
� Digital ortho-photography
showin ro'ect boundaries
2 Existing topography (normally
2-foot contours)
3 Soil types from USDA soil
surve s and/or soil borin s
4 Perennial or intermittent streams
5 Boundaries of existing
redominant vegetation
6 Delineation of current FEMA
floodplains and floodways
7 Locations of steep slopes
(> 15 %)
$ Locations of wetlands and
natural habitat areas if known
9 Locations of all dams and
im oundments
10 Existing paved roads, buildings,
and other im ervious areas
11 Existing major utilities,
i elines, and easements
� 2 Preliminary street and lot layout
13 Benchmarks used for site
14 Construction phasing plan, if
a licable
15 Limits of proposed clearing and
gradin
16 Proposed TCEQ regulated dams
� � Proposed FEMA floodplains
with flood stud reference info
18 Proposed ponds subject to TCEQ
water rights permits
19 All off-site drainage areas with
to o ra h
Item No. Item DONE N/A COMMENTS 8� INITIALS
20 Delineation of watershed
boundaries with flow arrows
21 Proposed modifications to
watershed boundaries
Reference info (file number,
22 etc.) for previous drainage
studies or existing developments
& draina e facilities
23 Zoning or Comp Plan info to
document off-site land use
Preliminary hydrology with
24 supporting data and calculations
for on-site existin .
25 Delineate entire zone of
influence for all outfalls
26 Downstream constrictions,
floodin , or erosion locations
0
CITY OF FORT WORTH
PLAN SUBMITTAL CHECKLIST
FOR 30% STREET LIGHT PLANS
Itel11 NO. Item DONE N/A COMMENTS 8� (NITIALS
� Standard street light detail sheets and
eneral notes
Street Light layout sheet to show proposed
2 equipment and existing equipment to be
removed, relocated, re laced or to remain
Photometric layout required for non typical
3 light types (decorative), see IENSA RP-8-00
tables for roadway and intersection lighting
levels
On street Light sheet show proposed
locations of
A Lights
B Conduit Runs (numbered 1,2,...)
C Ground Boxes
4 D Contactor and type
E Service providers transformers and type
F Service providers secondary boxes
G Pole riser
H Street Name signs (residential)
I Scale 1" - 80'
5 Show utility easements
s Show ►ocation of existing overhead and
under round utilities
7 Show proposed location of overhead and
under round utilities
8 Include legend for existing and proposed
ti htin facilities
Include quantity table showing
A Poles and type
B Arms and type
C Fixtures, wattage and type
D Foundations and type
9 E Conduit and type
F Conductors and type
G Ground Boxes and type
H Contactors and type
I Risers and type
J Street Name si ns
Item No. Item DONE N/A Comments � Initials
10 Show curb line, ADA ramps, sidewalks, �
drive a roaches, bike lanes, trees...
11 �nclude conduit and conductor table
b run number and sheet
� 2 Street Lighting to be on cover sheet
13 �nclude utility company name and the utility
desi ners contact information
14 See example sheets in Buzzsaw
2
CITY OF FORT WORTH
PLAN SUBMITTAL CHECKLIST
FOR 30% TRAFFIC CONTROL PLANS
Item No. Item DONE N/A COMMENTS $(NITIALS
� Outline the construction site.
2 Functional classification of roadway(s).
3 Indicate a north arrow and scale or NOT TO
SCALE N.T.S. ,
4 Inciude all street names.
5 Notate existing traffic signals and all-way
STOPs.
6 Indicate all schools and community centers.
7 Indicate all bus stops and transit stops.
8 Identify major tra�c generators and access.
CITY OF FORT WORTH
PLAN SUBMITTAL CHECKLIST
FOR 30% TRAFFIC SIGNAL PLANS
Item No. Item DONE N/A COMMENTS � INITIALS
Existin Conditions & Removals Sheet
Site S ecific Information:
,� North arrow
2 Scale bar
3 Title block
4 Existing and proposed tra�c signal legend
5 Location number
s Drawing number
7 Street names and block numbers
8 Major street orientation (long side)
9 Street widths and dimensions
10 Lane widths and dimensions
11 Lane lines
12 Existing and ground boxes
13 Street lights and conduits
14 Water lines and fire hydrants
15 Sewer line and manholes
16 Storm drain lines and inlets
Other overhead or underground utilities:
17 telephone, CATV, electric, gas, fiber optics,
other
� $ On street parking
19 Driveways
item No. Item DONE N/A COMMENTS $ INITIALS
20 Curb & gutter
2� Pavement edge if no curb & gutter
22 Land use at each comer
23 Trees or other vegetation
24 Building lines within 15' of curb face
25 ROW lines dimensioned to face-of,-curb
26 Utility poles by owner: TXU, SBC/AT&T,
Street li hts, other
2� Existing electric service location &
transformer
28 Speed limit
Area Specific Information
29 Fire stations
30 Hospitals
31 Schools and school routes or crossings
32 School zones or flashers
33 Adjacent signalized intersection
34 Railroad crossings
Si nallnformation
35 Existing intersection layout, including
existin si nal, flasher and street li ht
36 Utility poles by type, including non-City
oles utilized for si nai hardware
37 Removal items including but not limited to
si nal, flasher or street li ht
2
item No. Item DONE N/A COMMENTS 8� INITIALS
Si ns and Markin s Information
38 Existing signs
39 Existing markings including stop bars, lane
markin s, le ends
40 Signs to be moved
41 Markings to be moved
Sidewalk and Ram Information
42 Existing sidewalk ramps
43 Existing sidewalk
� Existing curb
45 Sidewaik ramps to be removed
46 Sidewalk to be removed
4� Curb to be removed
Pro osed La out
Site S ecific Information
48 North arrow
49 Scale bar
50 Title block
51 Existing and proposed tra�c signal legend
52 Location number
53 Drawing number
54 Street names and block numbers
3
Item No. Item DONE N/A COMMENTS 8� INITIALS
55 Major street orientation (long side)
56 Street widths and dimensions
5� Lane widths and dimensions
58 l.ane lines.
59 Existing conduit and ground boxes
60 Street lights and conduits
61 Water lines and fire hydrants
62 Sewer line and manholes
63 Storm drain lines and inlets
Other overhead or underground utilities:
64 telephone, CATV, electric, gas, fiber optics,
other
65 On street parking
66 Driveways
67 Curb & gutter
68 Pavement edge if no curb & gutter
69 Land use at each corner
70 Tress or other vegetation
7� Building lines within 15' of curb face
72 Easements & ROW lines dimensioned
73 Utility poles by owner: TXU, SBC/AT&T,
Street li hts, other
74 Proposed electric service location &
transformer
75 Speed limit
�
Item No. Itertt DONE N/A COMMENTS & INITIALS
Area S ecific Information
76 Fire stations
77 Hospitals
78 Schools and school routes or crossings
79 School zones or flashers
80 Adjacent signalized intersection
81 Railroad crossings
Si nallnformation
82 Poles including non-City poles utilized for
si nai hardware
83 Mast arm lengths
84 Signal heads including international
edestrian heads
85 Street lights on poles
86 Detection systems
87 Detection areas
Si ns and Markin s Information
88 Stop Bars
89 Lane markings
90 Legends
9� Other signs and markings as necessary
Sidewalk and Ram Information
92 Proposed sidewalk ramp locations
93 Proposed sidewalk (infill) locations
5
CITY OF FORT WORTH
PLAN SUBMITTAL CHECKLIST
FOR 60% STORM WATER MANAGEMENT PLANS
Item No. Item DONE N/A COMMENTS 8� INITIALS
� Proposed, & off-site ultimate
conditions
Proposed detention ponds or other
2 storm water controls, with summary
hydrology for all applicable design
storms
CITY OF FORT WORTH
PLAN SUBMITTAL CHECKLIST
FOR 60% TRAFFIC CONTROL PLANS
(t@tt1 NO. Item DONE N/A COMMENTS $(NITIALS
� Existing lane lines and lane function (i.e.,
left, thru, ri ht .
2 Major driveways and sidewalks impacted.
3 Proposed detour routes and existing detour
route trafflc volumes.
CITY OF FORT WORTH
PLAN SUBMITTAL CHECKLIST
FOR 60% TRAFFIC ENGINEERING PLANS
Item No. Item DONE N/A COMMENTS 8 INITIALS
� North Arrow
2 Scale
3 Right of Way Limits
4 Stationing
5 Design Speed of Roadway
6 Layout of proposed street, sidewalk,
drivewa s, etc...
� Horizontal Alignment Information (i.e., cunre
radii, curve len th
Vertical Alignment Information (i.e., K
$ values, len th of curve, % rades
9 Typical Cross Section
10 Project Limits
11 Preliminary Striping & Signage Layout
� 2 Include upstream and downstream striping
conditions outside ro'ect limits
13 Lane & Sidewalk widths
14 Street Names
CITY OF FORT WORTH
PLAN SUBMITTAL CHECKLIST
FOR 60% WATER AND SEWER PROJECTS
1.0 Water Layout
(tem No. (tem DONE NIA COMMENTS 8 INITIALS
1.0 Show limits of flood piains (100 yr. flood
lain
Overall layout should e�end severai
blocks in each direction to include
1.1 existing water /sewer connecting to
proposed water/sewer replacement
ro'ect
Water and sewer existing systems with
1.2 limits of proposed improvements
identified
2.0 Water Plan
Item No. Item DONE N/A COMMENTS 8c (NITIALS
Show and label existing, proposed
2.0 and temporary easements, show width
of easements
2.� Call out stations for hydrants, valves,
tee's, crosses, bends etc.
2 2 l.ocation of services (show size of
services for 2" and lar er
Show sewer and storm drain and
2.3 other exist. Utilities (gas, telephone,
electric, etc.
2 4 Bores - show size of encasements
and stationin of each end
2 5 Air release, blow off and vacuum relief
valves for i e 16" or la er
Z 6 Shop drawing number for concrete
and steei i elines
2 � DR14 PVC up thru 12", Class 200, C-
900
2 a Ensure D.I. Is Class 51 w/ polywrap
for all sizes
Ensure that all fittings shown be
2.9 mechanical joints unless otherwise
shown on lans
2.10 Easements shown for large meter
vaults
2.11 Proposed street grades
Indicate cleaning wyes required and
2 �2 show location, station number; �
indicate station number where poly pig
inserted
2.13 ��st intersections and LF to all
isolation valves
2.14 Show number of services installed
and/or re laced on each sheet
show blow up details for ring =
2.15 connections, multiple domestic, '
irri ation ta s, meters, etc.
2.16 show/specify PRVs and identify
locations
show existing fire lines and large
Z �7 domestic water serv; include contact
name and number, along with hrs of
o eration
3.0 Water Profile Sheets
(Required for water Lines 12-inches and larger)
Item No. (tem DONE N/A COMMENTS � INITIALS
3.0 Show profile of any existing/proposed
storm sewe� that ma im act
3.1 Show all utlilty crossings
3 2 Show all air release, vacuum relief and
blow off valves
3.3 Indicate any special encasements, rip
ra , etc.
3.4 Show stationing and encasement size
of each end of bore
call for thrust biocking on bends,
3.5 refer and include details for
blockin
show station numbers on valves,
3 6 tees, bends, wyes, fire hydrants,
ARVs, blow offs and sample
stations if a licable
3 7 place valves on straight run of pipe,
not at an an le
4.0 Sewer Layout
Item No. Item DONE N/A COMMENTS 8� INITIALS
4.0 City Project No, TPW/DOE No. and
Sewer ro'ect numbers
4.1 Surrounding property owners
5.0 Sewer Plan
Item No. Item DONE N/A COMMENTS 8� INITIALS
5.0 Location of services
5.1 Show existing water and storm drain
�
6.0 Sewer Profile
It@�l'1 NO. It@1Tt DONE N/A COMMENTS 8c INITIALS
6.0 Scales: horizontal 1" =40' sewer, 1"=20'
water, vertical 1 "=4'
6.1 Show all existing/proposed utility
crossin s
6 Z Indicate % slope on ail segments
7.0 Cost Estimate
Item No. It@I'Tl DONE NIA COMMENTS 8i INITIA�S
Include bid quantities along with totals
7.0 for water and sewer for 60 90 %
reviews
Include quantities and plan views
7.1 showing all utility adjustments to
ro osed rade at 60, 90%
3
CITY OF FORT WORTH
PLAN SUBMITTAL CHECKLIST
FOR 90% TRAFFIC CONTROL PLANS
Item No. It@I11 DONE N/A COMMENTS 8c (NITIALS
Note in plans that all traffic control devices
1 shail be in accordance with the latest
version of TMUTCD.
2 Indicate existing tra�c control devices that
need to be removed or covered,
3 Denote lane widths
4 Identify the types of barricades and their
s acin .
Proposed barriers in conformance with
5 TXDoT's Compliant Work Zone Tra�c
Confrol Device List.
6 Designate pedestrian routes through or
around construction site.
� Specify the pavement markings removal
and tem ora substitutions. --
8 Include any specific signal head
ad'ustments and hasin lan.
ATTACHMENT B
COMPENSATION
Design Services for
Garden Acres Bridqe Phase 2
City Project No. 01802
Lump Sum Project
I. Compensation
A. The ENGINEER shall be compensated a total lump sum fee of $485,932.58 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, Wilma J. Smith, P.E., monthly
progress reports and schedules in the format required by the City.
City of Fort Worth, Texas
Attachment B
PMO Official Release Date: 5.19.2010
Page 1 of 3
B-1
ATTACHMENT B
COMPENSATION
IV.
Summary of Total Project Fees
Firm Primary Responsibility Fee Amount %
Prime Consultant
URS Corporation Civil and Structural $303,239.58 62.4%
Engineering, Public
Involvement, and Project
Management
Proposed M/WBE Sub-Consultants
MULTATECH Utility Engineering $49,935.00 10.3%
Engineering Inc.
A.N.A, Consultants Drainage Design and SWPPP $37,730.00 7.8%
Gorrondona & Land surveying, SUE and $55,028.00 11.3°to
Associates Geotechnica!
Non-M/WBE Consultants
Kimley Horn Traffic Engineering and $40,000.00 8.2% �
Signal Design
TOTAL $485,932.58 100%
Project Number & Name Total Fee M/WBE Fee M/WBE %
Garden Acres Bridge Phase 2 $485,932.58 $142,693.00 29.4%
City Project Number #01802
City M/WBE Goal = 20.0%
City of Fort Worth, Texas
Attachment B
PMO Official Release Date: 5.19.2010
Page 2 of 3
Consultant Committed Goal = 29.4 %
B-2
EXHIBIT "B-1"
ENGWEER 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 Official Release Date: 5.19.2010
Page 3 of 3
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ATTACHMENT "C"
CHANGES AND AMENDMENTS TO STANDARD AGREEMENT �
Design Services for .
<Insert Project Name>
City Project No.
<List any changes to the Standard Agreement>
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
FORT WORTH
Attachment D - Proiect Schedule
This PROTECT requires n Tier « » sclledude ns defined ITerein nnd in tlTe Cit��'s Schedi�le•
Guic�nnce Docaca��ent. � �
D1. CONSULTING SERVICES SCHEDULE DEVELOPMENT: The CONSULTANT shall
prepare schedules for consulting services that meet the requirements described in this
specification, showing by 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 submitted 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 CTTY)
- Primavera Conhactor (Version 6.1 or later or approved by CITY)
- Primavera SureTrak (Version 3.x or later or approved by CITY)
- Microsoft Project (Version 2003/2007 or later or approved by CITY)
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 demonstrate the CONSULTANT's understanding of the
Agreement requirements and approach for performing the work. The CONSULTANT will
prepare the final detailed baseline consulting seivices 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 work breakdown structure (WBS) representing the
tasks, subtasks, and activities associated with delivering the work.
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,
City of Fort Worth, Texas
Attachment D
PMO Release Date: 06.30.2009
Page 1 of 2
• Coordination issues the CITY should be aware of or can assist with, .
• Other schedule-related issues that the CONSULTANT wishes to communicate to the
CITY.
D4. PERFORMANCE AND CONSULTING SERVICES SCHEDULE: If the work
accomplished falls behind that scheduled due to factors within the CONSULTANT's
control, the CONSULTANT shall take such action as necessary to improve the progress of
the Work In addition, the CITY may require the CONSULTANT to submit a revised
schedule demonstrating the proposed plan to make up the delay in schedule progress and
to ensure completion of the Work 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 Release Date: 06.30.2009
Page 2 of 2
City of Fort Worth, Texas
Mayor and Council Communicatior�
COUNCIL ACTION: Approved on 5/15/2012
DATE: Tuesday, May 15, 2012
LOG NAME: 20GARDEN ACRES BRIDGE PHASE II
REFERENCE NO.: **C-25611
SUBJECT:
Authorize Execution of an Engineering Services Agreement with URS Corporation in the Amount of
$485,932.58 for the Design of Garden Acres Drive Bridge Phase II Over Interstate Highway 35W, Utilize
Funds from the 2008 Bond Program to Provide for Design Services, City Project Management and Design
Review for a Project Total in the Amount of $619,932.58 (COUNCIL DISTRICTS 6 and 8)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of an Agreement with URS Corporation in
the amount of $485,932.58 for Engineering Services to design the second phase of the Garden Acres
Drive Bridge Project, Garden Acres Bridge Phase II Improvements. This phase provides for the addition of
a second parallel bridge over Interstate Highway 35W.
DISCUSSION:
This Agreement for Professional Engineering Services with URS Corporation will provide for the design of
an additional three lane bridge structure parallel and adjacent to the existing bridge. This second bridge
will provide additional capacity which will help to minimize congestion and traffic delays. The project will
also increase safety by providing protected left turn lanes, bike lanes, sidewalks and new tra�c and
pedestrian signals. In conjunction with the new bridge there will be minor upgrades to the existing three
lane bridge to increase its capacity.
The City is working with TxDOT to develop a Local Project Advance Funding Agreement for Phase II. As
is typical with these TxDOT Agreements, the City is responsible for design, environmental documentation,
right-of-way acquisition, and utility relocations. TxDOT will review the design, traffic control plans and
environmental studies and will eventually manage construction of the project.
On March 11, 2011, (CSC No. 41583) an Agreement was administratively authorized with Kimley-Horn &
Associates, Inc., in the amount of $14,500.00 to identify traffic operational improvements to the IH-35W
and Garden Acres Drive intersection to reduce congestion.
On December 6, 2011, (M&C C-25307) the City Council authorized execution of an Agreement with
Kimley-Horn & Associates, Inc., in the amount of $66,000.00 for Phase 1 final design work and public
involvement. The construction of the Phase I Improvements should be complete in the Fall of 2012.
URS Corporation will perform the final design work for Phase II for a lump sum fee of $485,932.58. Staff
considers this fee to be fair and reasonable for the scope of services to be performed. In addition,
$134,000.00 will be utilized for contingencies project management, and TxDOT design review.
URS Corporation is in compliance with the City's M/WBE Ordinance by committing to 29 percent M/WBE
participation. The City's goal for this project is 20 percent.
Logname: 20GARDEN ACRES BRIDGE PHASE II Page 1 of 2
This project is located in COUNCIL DISTRICTS 6 and 8.
FISCAL INFORMATION / CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Street Improvements 2008 Fund.
FUND CENTERS:
TO Fund/AccounUCenters
CERTIFICATIONS:
Submitted for City Manager's O�ce b�
Originating Department Head:
Additional Information Contact:
FROM Fund/Account/Centers
C204 531200 206230180230
Fernando Costa (6122)
Douglas W. Wiersig (7801)
Wilma Smith (8785)
ATTACHMENTS
1. 20 Garden Acres Bridge Ph 2 FAR.pdf (CFW Intemal)
2. 20 GARDEN ACRES BRIDGE PHASE 2 MAP.pdf (Public)
3. 20GARDEN ACRES BRIDGE PH 2 MWBE .pdf (CFW Internal)
Logname: 20GARDEN ACRES BRIDGE PHASE II
$485,932.58
Page 2 of 2
CFW - Integrated Program Management Project Schedule Report Print Date: 18-Jan-12
Layout: CFW-05 - Project Status Schedule (Part) PrOjeCt: 01802 Page 1 of 4
Activity ID Activity Name OD RD % Start Finish Variance - BL � 2012 2013 2014 2015
Complete Finish Date D J F M A R11 J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M
Smith, Wilma 880 838 17-Oct-11 A 23 Apr-15 D
��� � ��
-- -- ----
i 01802 - Garden Acres Dr., Bridge over IH -35W 523 461 17-Oct-11 A 21-Nov-13 0 ;_ _
---- -- - -
,, _ - _ __ _ - -- - -. -
- - - — _ -
i ProgremlProject Planning 5 0 17-Oct-11 A 21-Oct-11 A 11 ,
; _ . ---- -
i 1000 Planning 5 0' 100% 17-Oct-11 A 21-Oct-11 A 11
--- — - —__
� ProjectAgreement 68 0 21-Oct-11 A 07-Dec-11 A 42 - - _ _ _ _ _ - _--- ____---- --_ - -
— � - ---
_ - - __..._
� Program/Project Contract Agreemenl 68 0 21-Oct-11 A 07-Dec-11 A 42
�1100 , Project Start - Part 1 0 0 100% 21-Oct-17 A 6 i
, --
' 1120 M&CProcess-Design-Part1 7 0 100/a 24-Oct-11 A 06-Dec-11 A -18 , _ ____ _. _ _ - _----.- __-- _- - -
_-------
� - __ -
I 1130 Award Agreement - Design - Part 1 0 0 100% 06-Dec-11 A 38 � �
� 1140 Agreement Execution - Part 1 5 0 100% 07-Dec-11 A 07-Dec-11 A 42 _
j Design 25 25 03-Jan-12 07-Feb-12 0 -- -- - - - - -- - -._
- - - - -___ - - - - �
i 1400 Prepare Plans and Specifications, review and revisions 25 25 0% 03-Jan-12 07-Feb-12 0 ,
1410 Plan and Specification Submittal 0 0 0% 07-Feb-12 0
1425 HoldProjectMeeting 1 1 0% 03-Jan-12 03-Jan-12 0 _ _-_ _--_- ----------- __
- _ --
- - - - r _ -- , -
-
1450 Design Complete _____ _ 0 0 0% 07-Feb-12 0
Construction 283 283 09-Feb-12 21-Mar-13 0
� ProjectManagement 283 283 09-Feb-12 21-Mar-13 0 __ . _ _ ___ _ - __-.- - -_-_- _
-- -- _ _ _._ - - - _
2000 IConstruction Project Management ___ 283 283 0% 09-Feb-12 21-Mar-13 0
! Construction Advertisemenl 89 89 09-Feb-12 13-Jun-12 0
I �_
Advertisement Period 27 27 09-Feb-12 16-Mar-12 0 '
I ' _ --'--- ---- _ -- - _ _. _. - - -_ _ - -
2030 ' Start Advertisement 0 0 0% 09-Feb-12 �
_ - --
; 2040 ' Advertisement Period 19 19 0% 09-Feb-12 06-Mar-12 0
- -- -- ,
I ; 2050 IHoldPre-BidMeeting 1 1 0% 09-Feb-12 09-Feb-12 0 _ ___ _ _---- ------------ -_
- ,. - - _ - -. ' __ _.
--- - - -
� ' 2070 ' Bid Opening 1 1 0% 08-Mar-12 08-Mar-12 0 ,
� 2080 I Review Bids - Bid Tabulations and Select Contractor 6' 6 0% 09-Mar-12 16-Mar-12 0 *,
� I MWBEDocumentation 15 15 09-Mar-12 29-Mar-12 Q � --- ---- - ---- -- _ _._.-- -, --- , ----- -__ ; _.--
� -- - _.. -_- _ .
2100 : Submit MWBE Compliance Documents 5' 5 0% 09-Mar-12 15-Mar-12 0
I 2110 Review and Approve MWBE Compliance Documents 10 10 0% 16-Mar-12 29-Mar-12 0 _
' i' M and C Process 33 33 30 Mar-12 15-May 12 0 ' ' ___ __ _ __
; —. - -' - --- ---_-- -- - - - . __--
, 2120 Start M&C Process - Construction 0, 0 0% 30-Mar-12 0
2130 ' M&C Process --- 33 33 0% 30-Mar-12 15-May-12 0
' 2140 AwardContract-Construction — --- 0 0 0% _-_ __ __--_ _--_-
15-May-12 0 i - - - - -
-- - - - ; - - - - - - -- •
Contract F�recufion 20 20 16 May-12 13-Jun-12 0
----_ —
2150 Execute Contrac[ Documents (Contractor) 10 10 0% 16-May-12 30-May-12 0 '
— ----- �
2160 'ExecuteContractDocuments(CFW) 10 10 ' 0% 31-May-12 13-Jun-12 0 ; _. ______.__ _ __ -_- -
- - --- � -- - - - -_._.. _ -- �- - - _ _ -
Pre-Construction Activities 29 29 14-Jun-12 25-Ju1-12 0
2200 ', Distribute Executed Contract Documents to ConsVuction 5 5' 0% 14-Jun-12 20-Jun-12 0
� 2210 ;Construction to Schedule Pre-Con Meeting 14 14 0% 21-Jun-12 11-Ju1-12 0
__ __ - - - - - - -
._
2220 Hold Pre-Construction Meeting with Contractor 1 1 0% i6-Ju1-12 i6-Ju1-12 0 �, '
i 2240 : Submittais and Approvals -- , 10 10 0% 12-Ju1-12 25-Ju1-12 ' 0 _
f ConstructionContract 126 126 26-Ju1-12 25-Jan-13 0 '_-- --_.-__.__._ _._-
� ---- — - -__ - - - , - - -- - - _ ,__ _ -- - ,
, 2250 Construction Phase Start -Part 1 0 0 0% 26-Ju1-12 0
2300 Construction � 126 126 ' 0% 26-Ju1-12 25-Jan-13 0
�
� Material/SoilTesting 120 120 26-Jui-12 16-Jan-13 0 � _ -- -_-- -- _ _- -_-__.- _
-- ; �
- - - - - - ,
2380 Materiai and Soil Testing 120 120 0% ' 26-Ju1-12 16-Jan-13 0 --'
�' Inspection _ _ _ 165 165 26-Ju1-12 21-Mar-13 0
26-Ju1-12 16-Jan-13 0 �
' 2385 ;Inspections 120 ' 120 0% __ - -- . _.._.. -
_ --- - - - _ _. _.
-- -
, 2390 Finallnspection 15 ', 15 0% 01-Mar-13 21-Mar-13 0
2395 Construction Phase Complete -Part 1 0' 0 0% 21-Mar-13 0
, _-- -..—_
P 9 50 50 18-Dec-12 28-Feb-13 0 '
Landsca in
- - - r - _ '_- - - _ _- -
- - '- --- -- - -
� --
; 2400 I Landscaping . 50 50 D% 18-Dec-12 ' 28-Feb-13 0
Closeout 46 46 25-Mar-13 29-May-13 0
Closeoul Report and Review 46 46 25-Mar-13 29-May-13 0
� Actual Work � 8 Milestone � Remaining Level of Effort ♦ ♦ Baseline Milestone FORT WORTH
� Remaining work 0 � �ritical Milestone � Actual Level of Effort �1g02 - Garden Acres Dr., Bridge over IH -35w
� Critical Remaining Work � � Completed Milestone Project Baseline Bar
CFW - Integrated Program Management
Layout: CFW-05 - Project Status Schedule (Par
2500 Project Acceptance (Acceptance Letter)
2510 Closeou[ Review (Contract Reconciliation)
2520 ; Notice of Compietion/Green Sheet
As-Built Pians
2800 As-Built Plans
Acceptance
Project Acceptance
2910 Financial Reconciliation _ _
2920 Capitalization
� - . --
01802 - Garden Acres Dr., Bridge over IH -35W
Program/Project Planning
1010 Planning ____
Project Agreement
Program/Project Contract Agreement
1200 Project Start _ _
1210 Select Consultant ! Negotiate Fee & Scope
1220 ' M&C Process - Design
1230 Award Agreement - Design ___
1240 Agreement Execution
_ — — _ -- - _
Design
30% Conceptual Design
1250 Issue Design Notice To Proceed __ _____
1260 Prepare 30% Conceptual Plans _ __
1270 ' Review 30% Conceptual Plan(CFW)
1280 ' 30% Conceptual Plan Submittal _ _
1290 Hold Project Meeting _
60% Preliminary Design
1300 Prepare 60% Preliminary Plans and Specifications
1310 60% Preliminary Plan and Specification Submittal
1320 Submit Plans and Specs to Utilities
1330 Review 60% Preliminary Plans and Specifications (CFW)
1340 , Hold Project Meeting
90% Final Design
1440 Prepare 90% Final Plans and Specifications __
1446 90% Final Plan and Specification Submittal
1448 Review 90% Final Plans and Specifications (CFW)
1455 I Hold Project Meeting
1460 Incorporate Finai Comments and Submit Final Plans and Specifi...
1465 ' Approve Final Plans and Specifications and Route for Signatures
1470 Design Complete
ROW/Land
-- - ---- --- ----
Right-of-WaylLand Costs
1490 I ROW Start
1520 ' Land Costs
Negotiations/Easemenis/Legal Fees
1505 PM Meeting with ROWE
1515 'Assign Land AgenUAppraisals
'� 1525 Present First Offer and Negotiation/Acceptance Period
f
!� 1530 Review Appraisals and Prepare First Offer
1535 Present Second Offer and NegotiationlAcceptance Period (If Ne...
1540 � Prepare Second Offer (If Needed)
1545 ' Condemna[ion Period (If Needed)
1550 Prepare & Deliver Condemnation Packet (IF Needed)
0 0 o�io
23 23 0%
0 0 ' 0%
23 23
23 23 0%
62 62
62 62
0 0 0%
0 0 0%
859 838
23 0
23 0 100%
93 110
93 110
0 0 100%
40 . 40 10%
60 60 0%
, 0 0 0%
10 10 0%
271 271
75 75
0 0 0%
60 60 0%
14 14 0%
0 0 0%a
1 1 0%
95 95
80 80 : 0%
0 0 0%
5 5 0%
14 14 0%
1 1 0%
101 101
60 60 0%
0 0 0%
15 15 0%
1 1 0%
15 15 0%
10 ' 10 0%
; 0 0 0%0
254 254
20 20
0 0 0%
20 20 ' 0%
214 214
1 ' 1 0%
40 40 0%a
20 20 0%a
10 10 0%
20 20 ' 0%
10 10 0%
70 70 0%
10 10 0%
Project Schedule
Project: Oy 802
Start Finish Variance - BL
' Finish Date D .
25-Mar-13 0
26-Mar-13 25-Apr-13 0
G7
Report Print Date: 18-Jan-12
Paae 2 of 4
�
29-May-13 0 � --
- - - - - --- - - - - - - -- - --- - - - _.�.-
26-Apr-13 29-May-13 0
26-Apr-13 29-May-13 0 �
26-Aug-13 21-Nov-13 0 '
- - --- - ._ . --- - - -- - - - -- - -- , -- - ----. _ .__ -
26-Aug-13 21-Nov-13 0 i i
,
-- - - - ,
26-Aug-13 0
21-Nov-13 0
21-Nov-11 A
21-Nov-11 A
21-Nov-11 A
27-Dec-11 A
27-Dec-11 A
27-Dec-11 A
27-Dec-11 A
29-Feb-12
23-May-12
07-Jun-12
07-Jun-12
07-Jun-12
07-Jun-12
31-Aug-12
21-Sep-12
24-Sep-12
24-Sep-12
18-Jan-13
18-Jan-13
08-Feb-13
11-Feb-13
11-Feb-13
06-May-13
28-May-13
29-May-13
19-Jun-13
31-Aug-12
21-Sep-12
21-Sep-12
21-Sep-12
31-Aug-12
31-Aug-12
19-Oct-12
03-Jan-13
18-Dec-12
15-Feb-13
01-Feb-13
29-Mar-13
15-Mar-13
23-Apr-15
23-Dec-11 A
23-Dec-11 A
06-Jun-12
06-Jun-12
28-Feb-12
22-May-12
22-May-12
O6-Jun-12
02-JuI-13
21-Sep-12
30-Aug-12
20-Sep-12
30-Aug-12
21-Sep-12
OB-Feb-13
17-Jan-13
17-Jan-13
25-Jan-13
07-Feb-13
08-Feb-13
02-Jui-13
03-May-13
03-May-13
24-May-13
28-May-13
18-Jun-13
02-Ju1-13
02-Ju1-13
03-Sep-13
18-Oct-12
18-Oct-12
08-Ju1-13
31-Aug-12
17-Dec-12
31-Jan-13
02-Jan-13
14-Mar-13
14-Feb-13
OB-Jul-13
28-Mar-13
0
6
6
0
0
21
17
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
_ 0
0
0
0
0
0
0
0
0
0
� Actual Work m m Milestone � Remaining Level of Effort ♦ ♦ Baseline Milestone
� Remaining Work O � Critical Milestone � Actual Level of Effort
0 Critical Remaining Work 6 � Completed Milestone Project Baseline Bar
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01802 - Garden Acres Dr., Sridge over IH -35W
ORTV�ORTH
CFW - Integrated Program Management
Layout: CFW-05 - Project Status Schedule (Part)
:tivitv ID Activity Name
I � � Complete �
1560 Prepare Right Of Way (ROW) Documents 20 ' 20 0% 04-Sep-12
Facility(Building Purchase 110 110 01-Feb-13
1565 Finalize Land/Building Purchase ____ 20 20 0% 26-Apr-13
1570 , M&C Process - Building/Land Purchase _ _ , 60 60 0% 01-Feb-13
15B0 I Real Property Complete __ ___ _ 0, 0 0%
Permits 220 220 21-Sep-12
1600 Identify Required Permits ____ 40 40 0°/ 21-Sep-12
1620 Prepare and Submit Permits ______ __ 80 ' 80 0% i 6-Nov-12
1630 Review and Approve Permits _ 100 ' 100 0%a 15-Mar-13
Environmental 240 240 21-Sep-12
1640 Identify Environmental Issues 40 40 , 0%
-- --- 21-Sep-12
1650 Prepare and Submit EID 80 80 ' 0% ' i 6-Nov-12
1660 Review and Approve EID __ _ __ 120 120 0% 15-Mar-13
Survey 534 534 07-Jun-12
Preliminary Survey 94 94 07-Jun-12
1700 Initiai Field Survey _ _ __ _ 20 20 0% ' 07-Jun-12
1710 Topographic (Field) Survey _ 20 20 0% 21-Sep-12
Construction Staking 120 120 29-Jan-14
1720 Staking -------- --- 120 120 0% 29-Jan-14
Public Involvement 243 243 08-Feb-13
Public Meetings 243 243 08-Feb-13
1810 Hold Public Meeting - Design __ _____ _ 1 1 0% 08-Feb-13
1840 Hold Public Meeting - Pre-Construction ___ __ __ _ 1 1 0% 24-Jan-14
Utilities . 140 140 28-Jan-13
Private Utility Relocation Costs 140 140 28-Jan-13
--- ----- o
1890 Utilities Start 0 0 0/0 28-Jan-13
1900 I Review Plans and Specs - Utilities ____ __ _ 40 40 0% 28-Jan-13
1910 Utiliry Relocation 70 ' 70 0% O6-May-13
Utility Coordination/Clearance 100 100 25-Mar-13
1930 Coordination 100 100 0% 25-Mar-13
1940 ! Utilities Complete --- - __—__ -- ---- � � �%
Construction 303 303 11
Project Management _ __ _ 303 303 11
2010 Construction Project Management _____ __ 303 303 0% 11
Construction Advertisement 109 109 11
Advertisemeni Period 2� 2� � 1
2430 ' Start Advertisement ' 0. 0 0% 11
2440 Advertisement Period 19 19 �% 11
2450 ' Hoid Pre-Bid Meeting 1 1 0% 16
2460 Issue Addenda (As needed) 16 16 0% 17
2470 ' 8id Opening __ 1 1 I 0% 08-
2560 Review Bids - Bid Tabulations and Select Contractor ' 6 6 0% 09-
MWBE Documentation 15 15 09-
2570 'Submit MWBE Compliance Documents 5 5, 0% 09-
2580 Review and Approve MWBE Compliance Documents 10 10 ' 0% 16-
M and C Process 53 53 30-
2590 M&C Process 53 53 ' 0% , 30-
2600 ' Start M&C Process - Construction 0 0 0% 30-
2610 Award Contract - Construction 0 0 0%
Contracf Execution 20 20 14-
2620 Execute Contract Documents (Contractor) 10 10 0% 14-
2630 Execute Contract Documents (CFW) 10 10 0% 02-
Pre•Consiruction Aclivities 29 29 16-
2640 Hold Pre-Construction Meeting with Contractor 1 1, 0% i 6-
� Actual Work � � Milestone � Remaining Level of Effort ♦
� Remaining Work � O Critical Milestone � Actual Level of EfFort
� Critical Remaining Work e � Completed Milestone Project Baseline Bar
Project Schedule
Project: 01802
Finish Variance - BL
, Finish Date D ,
01-Oct-12 0
O8,-Ju1-13 0
23-May-13 0
Nf'IJIJIAISIOINIDIJ
- -- - - - ___ -
25-Apr-13 0 ;
08-Ju1-13 0
OS-Aug-13 0
-- - -- ---
15-Nov-12 0
14-Mar-13 0
' 05-Aug-13 0 —
Report Print Date: 18-Jan-12
Paae 3 of 4
r-- --'----- ------
- — ---� -- — —- — — — .. ; —
03-Sep-13 0
15-Nov-12 0
14-Mar-13 0
_ _._.._ ._ - _ _.... _._
03-Sep-13 0
17-Jui-14 0
18-Oct-12 0
_ .__. - -
05-Ju1-12 0
1 B-Oct-12 0
17-Ju1-14 0
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24-Jan-14 0
24-Jan-14 0 ----- � ' ;
- - - - _ - - - -------� - _
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08-Feb-13 0
24-Jan-14 0 i
13-Aug-13 0
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22-Mar-13 0
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13-Aug-13 0
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-Ju1-13 19-Sep-14 0
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-Ju1-13 19-Sep-14 0 �
-Ju1-13 13-Dec-13 0
-Ju1-13 16-Aug 13 0 i '
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-Jui-13 07-Aug-13 0 �
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Aug-13 15-Aug-13 0 i �
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01802 - Garden Acres Dr., Bridge over IH -35W
ORTV�ORTH
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