HomeMy WebLinkAboutContract 37049 CITY SECRETARY
CITY OF FORT WORTH, TEXAS
STANDARD AGREEMENT FOR ENGINEERING SERVICES
This AGREEMENT is between the City of Fort Worth (the "CITY"), and HNTB Corporation,
(the "ENGINEER"), for the purposes of contracting for engineering services for a PROJECT
generally described as: NCTCOG Railroad Grant Project.
Article I
Scope of Services
The Scope of Services is set forth in Attachment A.
Article 11
Compensation
The ENGINEER's compensation is set forth in Attachment B.
Article III
Terms of Payment
Amendments to Article III, if any, are included in Attachment C.
Payments to the ENGINEER will be made as follows:
A. Invoice and Payment
(1) The Engineer shall provide the City sufficient documentation 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.
(4) In the event of a disputed or contested billing, only that portion so contested will be
withheld from payment, and the undisputed portion will be paid. The CITY will
exercise reasonableness in contesting any bill or portion thereof. No interest will
accrue on any contested portion of the billing until mutually resolved.
(5) If the CITY fails to make payment in 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,
including interest. 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
fm7jing customary services incidental thereto.
.I B. Stan and of Care
STANDARD ENGINEERING A REEMENT
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ORIGINAL
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.
(2) In soils, foundation, groundwater, and other subsurface investigations, the
actual characteristics may vary significantly between successive test points and
sample intervals and at locations other than where observations, exploration,
and investigations have been made. Because of the inherent uncertainties in
subsurface evaluations, changed or unanticipated underground conditions may
occur that could affect the total PROJECT cost and/or execution. These
conditions and cost/execution effects are not the responsibility of the
ENGINEER.
D. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the original drawings of all plans in ink on
reproducible plastic film sheets, 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 discover latent defects in the work or otherwise check the quality or
quantity of the work on the PROJECT. If, for any reason, the ENGINEER should
make an on-site observation(s), on the basis of such on-site observations, if any, the
STANDARD ENGINEERING AGREEMENT
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ENGINEER shall endeavor to keep the CITY informed of any deviation from the
Contract Documents coming to the actual notice of ENGINEER regarding the
PROJECT.
(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 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 are incorporated into the record drawings.
I. Minority and Woman Business Enterprise (M/WBE) Participation
In accord with City of Fort Worth Ordinance No. 15530, 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 commitment to meet that goal. Any misrepresentation of facts (other than a
negligent misrepresentation) and/or the commission of fraud by the Engineer may
result-44,the termination of this agreement and debarment from participating in City
STANDARD ENGINEERING AGREEMENT
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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 three (3) 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 three (3) 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 together with
subsection (3)hereof. CITY shall give subconsultant reasonable advance notice of
intended audits.
(3) ENGINEER and subconsultant agree to photocopy such documents as may be
requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost of
copies at the rate published in the Texas Administrative Code in effect as of the time
copying is performed.
K. ENGINEER's Insurance
(1) Insurance coverage and limits:
ENGINEER shall provide to the City certificate(s)of insurance documenting policies of
the following coverage at minimum limits that are to be in effect prior to
commencement of work on the PROJECT:
Commercial General Liability
$1,000,000 each occurrence
$2,000,000 aggregate
Automobile Liability
$1,000,000 each accident on a combined single limit or
$250,000 Property Damage
$500,000 Bodily Injury per person per occurrence
A commercial business policy shall provide coverage on "Any Auto", defined as
autos owned, hired and non-owned when said vehicle is used in the course of the
PROJECT.
Worker's Compensation
Coverage A: Statutory limits
Coverage B: Employer's Liability
$100,000 each accident
$500,000 disease - policy limit
$ 0 ,000 disease -each employee
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STANDARD ENGIN ) ING GREEMENT
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Professional Liability
$1,000,000 each claim
$2,000,000 aggregate
Professional liability shall be written on a claims-made basis and 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) 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.
(a) 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.
(b) Certificate(s) of insurance shall document that insurance coverage specified in
this agreement are provided under applicable policies documented thereon.
(c) Any failure on part of the CITY to request required insurance documentation shall
not constitute a waiver of the insurance requirements.
(d) 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. Such terms shall be
endorsed onto ENGINEER's insurance policies. Notice shall be sent to the
respective Department Director (by name), City of Fort Worth, 1000
Throckmorton, Fort Worth, Texas 76102.
(e) Insurers for all policies must be authorized to do business in the State of Texas
and have a minimum rating of A: VII in the current A.M. Best Key Rating Guide
or have reasonably equivalent financial strength and solvency to the satisfaction
of Risk Management.
(f) Deductible limits, or self insured retentions, affecting insurance required herein
shall be acceptable to the CITY in its sole discretion; and, in lieu of traditional
insurance, any alternative coverage maintained through insurance pools or risk
retention groups must be also approved. Dedicated financial resources or
letters of credit may also be acceptable to the City.
(g) Applicable policies shall each be endorsed with a waiver of subrogation in favor
of the CITY as respects the PROJECT.
(h) 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.
(i) The Commercial General Liability insurance policy shall have no exclusions by
endorsements unless the CITY approves such exclusions in writing.
(j) For all lines of coverage underwritten on a claims-made basis, other than
Professional Liability, the retroactive date shall be coincident with or prior to the
date of the contractual agreement. The certificate of insurance shall state both
the retroactive date and that the coverage is claims-made.
(k) The CITY shall not be responsible for the direct payment of any insurance
premiums required by this agreement and all insurance required in this section,
with the exception of Professional Liability, shall be written on an occurrence
basis.
STA DARQ ENGINEERING AGREEMENT
(1) Sub consultants and subcontractors to/of the ENGINEER shall be required by
the ENGINEER to maintain the same or reasonably equivalent insurance
coverage as required for the ENGINEER. When sub consultants/subcontractors
maintain insurance coverage, ENGINEER shall provide CITY with
documentation thereof on a certificate of insurance.
L. Independent Consultant
The ENGINEER agrees to perform all services as an independent consultant and not
as a subcontractor, agent, or employee of the CITY.
M. Disclosure
The ENGINEER acknowledges to the CITY that it has made full disclosure in writing
of any existing conflicts of interest or potential conflicts of interest, including personal
financial interest, direct or indirect, in property abutting the proposed PROJECT and
business relationships with abutting property cities. The ENGINEER further
acknowledges that it will make disclosure in writing of any conflicts of interest that
develop subsequent to the signing of this contract and prior to final payment under the
contract.
N. Asbestos or Hazardous Substances
(1) If asbestos or hazardous substances in any form are encountered or
suspected, the ENGINEER will stop its own work in the affected portions of the
PROJECT to permit testing and evaluation.
(2) If asbestos or other hazardous substances are suspected, the ENGINEER will,
if requested, assist the CITY 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.
Article V
Obligations of the City
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 and will provide labor and safety equipment
as required by the ENGINEER for such access. The CITY will perform, at no cost to
the ENGINEER, such tests of equipment, machinery, pipelines, and other
T < ` components of the CITY's facilities as may be required in connection with the
sTANDARUENGINEERING AGREEMENT
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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 in
Attachment A.
E. Prompt Notice
The CITY will give prompt written notice to the ENGINEER whenever CITY observes
or becomes aware of any development that affects the scope or timing of the
ENGINEER's services or of any defect in the work of the ENGINEER or construction
contractors.
F. Asbestos or Hazardous Substances Release.
(1) CITY acknowledges ENGINEER will perform part of the work at CITY's facilities
that may contain hazardous materials, including asbestos containing materials,
or conditions, and that ENGINEER had no prior role in the generation,
treatment, storage, or disposition of such materials. In consideration of the
associated risks that may give rise to claims by third parties or employees of
City, City hereby releases ENGINEER from any damage or liability related to the
presence of such materials.
(2) The release required above shall not apply in the event the discharge, release or
escape of hazardous substances, contaminants, or asbestos is a result of
ENGINEER's negligence or if ENGINEER brings such hazardous substance,
contaminant or asbestos onto the project.
G. Contractor Indemnification and Claims
The CITY agrees to include in all construction contracts the provisions of Article IV.E.
regarding the ENGINEER's Personnel at Construction Site, and provisions providing
contractor indemnification of the CITY and the ENGINEER for contractor's
negligence.
H. Contractor Claims and Third-Party Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with construction
contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials suppliers on the
PROJECT, or their sureties, shall maintain no direct action against the
ENGINEER, its officers, employees, and subcontractors, for any claim arising
out of, in connection with, or resulting from the engineering services
performed. Only the CITY will be the beneficiary of any undertaking by the
ENGINEER."
(2) This AGREEMENT gives no rights or benefits to anyone other than the CITY and the
STANDARD ENGINEERING AGREEMENT
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ENGINEER and there are no third-party beneficiaries.
(3) The CITY will include in each agreement it enters into with any other entity or person
regarding the PROJECT a provision that such entity or person shall have no third-
party beneficiary rights under this Agreement.
(4) Nothing contained in this section V.H. shall be construed as a waiver of any right the
CITY has to bring a claim against ENGINEER.
I. CITY's Insurance
(1) The CITY may maintain property insurance on certain pre-existing structures
associated with the PROJECT.
(2) The CITY will ensure that Builders Risk/Installation insurance is maintained at the
replacement cost value of the PROJECT. The CITY may provide ENGINEER a copy
of the policy or documentation of such on a certificate of insurance.
(3) The CITY will specify that the Builders Risk/Installation insurance shall be
comprehensive in coverage appropriate to the PROJECT risks.
J. 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
A. Authorization to Proceed
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.
D. Termination
(1) This AGREEMENT may be terminated only by the City for convenience on 30 days'
STANDARD ENGINEERING AGREEMENT
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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 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 storage containers, microfilm,
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 the CITY'S termination for convenience so that the work
effort is suitable for long time storage.
(3) Prior to proceeding with termination services, the ENGINEER will submit to the CITY
an itemized statement of all termination expenses. The CITY'S approval will be
obtained in writing prior to proceeding with termination services.
E. Suspension, Delay, or Interruption to Work
The CITY may suspend, delay, or interrupt the services of the ENGINEER for the
convenience of the CITY. In the event of such suspension, delay, or interruption, an
equitable adjustment in the PROJECT's schedule, commitment and cost of the
ENGINEER's personnel and subcontractors, and ENGINEER's compensation will be
made.
F. Indemnification
(1) The ENGINEER agrees to indemnify and defend the CITY from any loss, cost, or
expense claimed by third parties for property damage and bodily injury, including
death, caused solely by the negligence or willful misconduct of the ENGINEER, its
employees, officers, and subcontractors in connection with the PROJECT.
(2) If the negligence or willful misconduct of both the ENGINEER and the CITY (or a
person identified above for whom each is liable) is a cause of such damage or injury,
the loss, cost, or expense shall be shared between the ENGINEER and the CITY in
proportion to their relative degrees of negligence or willful misconduct as determined
pursuant to T.C.P. & R. Code, section 33.011(4) (Vernon Supplement 1996).
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
T . of the State of Texas shall govern the validity of this AGREEMENT, its
interpr tation and performance, and any other claims related to it. The venue for any
STANDARD ENGINEERING AGIF EEMENT
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litigation related to this AGREEMENT shall be Tarrant County, Texas.
J. Alternate Dispute Resolution
(1) All claims, disputes, and other matters in question between the CITY and ENGINEER
arising out of, or in connection with this Agreement or the PROJECT, or any breach of
any obligation or duty of CITY or ENGINEER hereunder, will be submitted to
mediation. If mediation is unsuccessful, the claim, dispute or other matter in question
shall be submitted to arbitration if both parties acting reasonably agree that the
amount of the dispute is likely to be less than $50,000, exclusive of attorney's fees,
costs and expenses. Arbitration shall be in accordance with the Construction Industry
Arbitration Rules of the American Arbitration Association or other applicable rules of
the Association then in effect. Any award rendered by the arbitrators less than
$50,000, exclusive of attorney's fees, costs and expenses, will be final, judgment may
be entered thereon in any court having jurisdiction, and will not be subject to appeal or
modification except to the extent permitted by Sections 10 and 11 of the Federal
Arbitration Act (9 U.S.C. Sections 10 and 11).
(2) Any award greater than $50,000, exclusive of attorney's fees, costs and expenses,
may be litigated by either party on a de novo basis. The award shall become final
ninety (90) days from the date same is issued. If litigation is filed by either party within
said ninety (90) day period, the award shall become null and void and shall not be
used by either party for any purpose in the litigation.
K. Severability and Survival
If any of the provisions contained in this AGREEMENT are held for any reason to be
invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or
unenforceability will not affect any other provision, and this AGREEMENT shall be
construed as if such invalid, illegal, or unenforceable provision had never been
contained herein. Articles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J. shall survive
termination of this AGREEMENT for any cause.
L. 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 during the term
of this AGREEMENT 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 judgements or liability arising out
of the violation of any such order, law, ordinance, or regulation, whether it be by itself
or its employees.
(Remainder of Page Intentionally Left Blank)
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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 Agreements for Engineering Services (not used)
Attachment D— Project Schedule
Attachment E— Location Map
Executed this the� day of , 2008.
ATTEST: CITY OF FORT WORTH
Marty Hendrix "
City Secretary Fernando Costa
Assistant City Manager
Contract huthorizatiox APP AL RECOMMENDED
Date Greg P.E., Acting Director
Trans d Public Works
APPROV AS TO F AND LEGALITY
Assistant ty Attorney Robert J. Slimp, P.E.
Vice President
HNTB Corporation
ENGINEER
ng
STANDARD ENGINEERING AGREEMENT
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ATTACHMENT A
A. The CITY and the ENGINEER will furnish items and perform those services for fulfillment of
the contract as identified in Attachment A-1 — Services To Be Provided By The CITY, and
Attachment A-2 — Services To Be Provided By The ENGINEER. All services provided by the
ENGINEER will conform to standard engineering practices and applicable rules and
regulations of the Texas Engineering Practices Act, the rules of the Texas Board of
Professional Engineers, and all work must be consistent with the TxDOT Local Government
Project Procedures Modules. These procedures provide local government guidance for
development projects under the oversight of TxDOT, and address both federal and state
requirements.
B. Task Orders shall be used to describe the parties' mutual agreement on the scope of
services, schedule, and other particulars as stated therein. Task Orders shall be in the
general form shown in Attachments A-3. Task Orders are binding only after acceptance and
execution by duly authorized representatives of both parties. Each Task Order shall govern
the parties' rights and obligations with respect to each assignment, but all within the
framework of this Agreement.
ATTACHMENT A
Page 1 of 35 ,-P
ATTACHMENT A-1
SERVICES TO BE PROVIDED BY THE CITY
The proposed contract is an indefinite deliverable contract. Specific Task Orders shall detail specific
work to be provided by the engineer. Task Orders developed under this contract may require, but
are not limited to, the CITY providing the following:
• Defining the location and limits of the specified improvement or corridor to be investigated
• Initial coordination with local and regional governments
• Initial coordination with local railroad companies
• Provide any available City or TxDOT information or data required for the project, including
detailed information on prior work performed for projects.
• Provide a technical steering committee and/or technical representative to oversee work tasks.
• Provide for timely reviews and approvals of all required documentation including working
documents, reports, drawings, etc.
• Social, economic, and environmental studies for public involvement including, but not limited
to:
o Available project development documents, environmental assessments or impacts,
schematics, typical sections, public involvement records, etc.
o Reviewing and processing all necessary environmental and public involvement
documents prior to letting of the construction contract.
o Assist in determining a location, advertising, and holding any public meetings.
o The Engineer shall submit to the City applicable information and/or material to be
presented at any public meetings or public hearings three weeks before any such
event. The City will then take one week to review the information and material then
return to the Engineer two weeks before any such meetings or hearings, if
applicable.
• Right-of-way data including:
o Available existing right of way plans for the proposed project location.
o Responsibility for required ROW appraisals and acquisitions where applicable.
• Field surveying and photogrammmetry including:
o Surveying control points such as horizontal control points, benchmark elevations
and descriptions for vertical control, and listing of horizontal alignment coordinates
for baseline control only, if available.
o Aerial photographs (contact prints) of the proposed project area, if available.
o Furnish existing roadway Cross-Sections from as-built plans or furnish DTM file to
generate Cross Sections and contours, if available.
o Available reproducible tracings; (planimetric drawing) showing existing features of
the area and furnish a copy of the Microstation CADD files, if applicable.
• Roadway design controls including:
o Preliminary design concept conference, schematic layout and PS&E package
checklists for the Engineer's use.
o Example City of Fort Worth and/or TxDOT set of plans (if applicable)
o As built plans of the existing facilities, if available.
o Furnish the Engineer with a maximum estimated project cost to be used in the
preparation of the preliminary design.
• Signing, markings and signalization including:
o Furnish traffic signal justification warrants, if applicable.
o Available traffic counts, traffic projects and accident data, if available.
• Miscellaneous (Roadway) including:
ATTACHMENT A
Page 2 of 35l �
o Example estimates, general notes and standards, sample specification lists and
related hard copy documentation for the Engineer's use in preparing the preliminary
estimate, general notes and specifications.
o Provide a maximum project cost to be used in the preparation of the preliminary
design.
o Furnish tabulation of current applicable bid process.
o Negotiate with all the utility companies for any agreements and/or relocation
required.
• Bridge design including:
o Furnish as-built plans of existing structures
o Review and provide written approval of preliminary bridge layouts before bridge
design work begins.
• Additional responsibilities
o Interface with local, regional, State and Federal agencies or other entities on behalf
of Engineer, if needed.
o Provide the Engineer with timely reviews and decisions in order to maintain the
project schedule approved by the City
o Available and applicable paper prints of design files containing example title sheet,
plan profile sheet, plan sheet, sheet quantities and storm water pollution prevention
plan (SW3P) sheet.
o Review the Engineer's plans, specifications, and estimate documents when 30%,
75% and 100% complete.
o Advertise the project, receive and open bids, and award the contract.
ATTACHMENT
Page 3 of 35
ATTACHMENT A-2
SERVICES TO BE PROVIDED BY THE ENGINEER
A general scope of work is provided in this attachment. Specific scopes are included with each work
task, by project location, in Attachment A-3.
The CITY will use 2004 CIP funding, grant funds, and contributions for the design and construction of
this project. It shall be the responsibility of the ENGINEER to determine, understand and utilize all
current City, TxDOT, and railroad design standards.
The ENGINEER will manage each project jointly with CITY staff. The construction will be under
Local Lets contracts. The ENGINEER will perform duties as project manager, conduct public
meetings, coordinate design and construction with railroad companies, design railroad and roadway
PS&E, prepare project documentation, conduct construction inspection or oversight, and prepare as-
built drawings. It is anticipated the railroads will perform design and construction on certain railroad
facilities. CITY forces, including city inspectors, will manage the project and construct certain
improvements using Local Force Account labor.
The proposed contract is an indefinite deliverable contract. Specific Task Orders shall detail specific
work to be provided by the engineer. Task Orders developed under this contract may require, but
are not limited to, the ENGINEER providing the following tasks:
• Inventory of existing freight systems: The Engineer will determine the general physical
inventory of the existing freight system in the region to be analyzed. The rail inventory will
include information regarding class of track, method and type of dispatching, number and
location of main lines, secondary lines, sidings, set-out tracks, yards and applicable facilities.
• Collection and review of previous study information: The Engineer will obtain and review
previous work conducted within the past 5 years that are applicable to the project area, and
incorporate applicable and credible information as part of this contract.
• Coordination with local and regional governmental entities: The Engineer will coordinate with
local and regional governmental entities during the course of work to obtain local and regional
input on the existing and project growth trends, etc., to help identify constraints in the rail
network and/or project area.
• Perform schematic design that consist of drawings and other documents illustrating the scale
and relationship of project components, and:
o Evaluate existing facilities to provide the City with the most cost effective options for
implementing Quiet Zones
o Review the program established by the City to ascertain the requirements of each
independent project and arrive at a mutual understanding of such requirements with
the City.
o Include a preliminary program, schedule, and construction budget, each in terms of
the other
o Review the City's alternative approaches to design and construction of projects
• Provide site evaluations within designated project areas
• Provide a boundary and topographic survey of the project area as applicable
• Prepare design development drawings that consist of drawings and other documents to fix
and describe the size and character of Projects as to civil and geotechnical engineering
needs; architectural, structural, mechanical, and electrical systems materials and such other
elements as may be appropriate
• Perform "fatal flaw"' analyses of alternative evaluation methods
• Provide for public meetings and presentations regarding proposed project purpose and
ATTACHMENT A
Page 4 of 35
recommendations by coordinating and assisting with pubic involvement throughout the
project. This shall include coordinating stakeholder meetings and communications,
developing presentations on findings, and recommendations for public and steering
committee meetings.
• Perform required railroad and agency coordination
• Perform all necessary work associated with the survey and establishment of railroad quiet
zones in accordance with Federal Railroad Administration recommendations and/or
standards
• Perform feasibility studies that include:
o Preliminary design values
o Preliminary traffic studies
o Uncontrolled mapping that include, but are not limited to:
■ Constraints mapping
■ Preliminary location studies
o Preliminary Right-of-Way requirements
o Preliminary cost estimates
o Preliminary environmental analyses that include, but are not limited to:
■ Investigation of fatal flaws
■ Reviews and assessments of applicable Federal/State/City regulations
■ Preparation of major environmental issues to be addressed
■ Identification of Environmental Assessment and/or Environmental Impact
Statement requirements
o Preliminary economic analyses
• Perform route and design studies that include:
o Route location studies
o Traffic evaluations and projections
o Preliminary hydrologic analyses
o Preliminary cost estimates
o Establishment of preliminary design schematics
o Preliminary hydraulic design analyses
o Preliminary hydraulic reports
o Preliminary right-of-way requirements
o Base and soil testing and core drilling
• Perform social, economic and environmental studies and public involvement including:
o Social, economic and environmental studies of proposed alternatives
o Coordination with State, FHWA, STB, and federal and state resource and regulatory
agencies
o Preparation of environmental reports that may include Environmental Assessments
(EA), Findings of no Significant Impact (FONSI), Environmental Impact Statements
(EIS), Records of Decisions (ROD), Section 4(f) documents, Biological Assessments,
and/or other environmental documents that may be required.
o Alternatives development and screening processes
o Public involvement program that includes, but is not limited to
■ Public outreach
■ Deliberative Polling Processes (DPP)
■ Project plans and policies
■ Project communications
■ Project contact points
" ■ Meetings, briefings, and hearings
---�"' ■ Project team coordination meetings
-ATrACH,MENTA
Page 5 of 35
t6;
t
• Perform right-of-way data collection including:
o Surveying
o Mapping
o Property description
o Preparation of parcel plat information
o Preparation of parcel tract information
o Establishment of property descriptions and area calculation sheets
o Abstract mapping
o Preliminary right-of-way layout drawings
o Right-of-way mapping
• Provide design and/or construction surveying including:
o Research, field work, analysis, computation, and documentation necessary to provide
detailed topographic mapping of project sites, including:
■ Cross-sections
■ Approximate horizontal and vertical locations of utilities and improvements
■ Detailing of bridges and other structures
■ Review of right-of-way maps
■ Establishing control points
o Reconnaissance, field work, analysis, computation and documentation necessary to
provide the horizontal and vertical position of specific ground points to be used by the
construction contractor for determining lines and grades
o Design surveys including:
■ Obtaining cross sections and digital terrain models as needed
■ Locating exiting utilities
■ Locating topographical features and existing improvements
■ Providing details of existing bridge structures
• Providing details of existing drainage features such as culverts, manholes, etc.
■ Establishing additional control points as needed
■ Locating existing rights-of-way
■ Reviewing right-of-way maps as required
■ Locating boreholes
o Construction surveys including, but not limited to:
■ Staking of existing rights-of-way as required
■ Staking existing and proposed baselines as required
■ Staking proposed bridge structures
■ Staking proposed drainage structures such as manholes, culverts, etc.
■ Setting grade stakes
■ Recovering and checking existing control points
• Setting additional control points as required
• Provide roadway design controls, including, but not limited to:
o Designing, preparing, and submitting Plans, Specifications, and Estimates (PS&E)
documents associated with, but not limited to:
■ Alignment sheets
■ Benchmark data sheets
■ Plans and profiles
o Grading design including, but not limited to:
■ Typical sections
• Cross-section design
■ Pavement design
• Provide drainage design including:
ATTACHMENT A
Page 6 of 35
o Preparation of drainage area maps
o Performance of hydrology calculations
o Performance of hydraulic calculations
o Preparation of culvert layouts, cross sections, and detail sheets
o Preparation of plan and profile sheets
• Prepare signing, pavement markings, signalization including, but not limited to:
o Signing through the project limits including those limits that are considered
incidental to the project limits
o Pavement marking
o Isolated signals including, but not limited to:
■ Existing traffic signal warrant studies
■ Pedestrian signals
■ Determination of traffic and pedestrian counts as required
o Development and design of new traffic signals for temporary and/or permanent
applications, including timing plans
• Prepare design requirements for continuous and safety lighting for conventional, and
underpass lighting including:
o Preliminary layouts
o Circuit wiring diagrams
o Flashing beacon and traffic signal coordination
o Coordination of existing lighting systems within the proposed project area with
proposed designs
• Prepare retaining wall and miscellaneous structure design including:
o Cut and fill walls
o Mechanically Stabilized Earth (MSE)walls
• Prepare traffic control plans/detours/sequencing of construction including:
o Coordination with local/state traffic control authorities
o Establishing phase narratives
• Preparing layouts for phase of sequencing of construction
• Perform bridge design including:
o Bridge layout
o Bridge detail summary
o Bridge structure detail including, but not limited to:
■ Calculation and design of bridge abutments
■ Calculation and design of bridge slabs
■ Calculations to determine elevations of bridge substructure and
superstructure elements.
■ Calculations for bridge box beam design
o Preparation of necessary PS&E's
• Performing construction phase services including, but not limited to:
o Review and approval of shop drawings
o Review and approval of forming details
o Responding to requests for information (RFIs)
o Providing minor redesign (major redesign should be handled with a contract
supplement)
o Answering general questions
o Providing clarification
o Other project related tasks in support of the City during construction
• Provide general management including, but not limited to:
o Preparation and development of work schedules including milestone activities and/or
ATTACHMENT
Page 7 0135
deliverables
o Attendance to meetings as required
o Providing quality control and assurance (QA/QC) on deliverables associated with
projects
• Provide Railroad Intelligent Transportation Systems (RR-ITS) design including:
o Strategic planning
o Telecommunications system design
o Incident detection and traffic management systems
o Construction and implementation management
• Provide 3D graphic services including:
o Animation and video production (including compositing, rendering, shooting, editing
video and adding narration, music and other graphics)
o Multi-media authoring, script/copy writing, virtual interactive tours
• Provide additional GIS services not previously mentioned including:
o Needs assessments, implementation planning, custom application development,
system design, base map creation, data integration, data acquisition/conversion,
database design, data modeling, GIS enhancements, software training
• Provide Application Development services including:
o Content management systems, dashboards, document management tools,
business intelligence applications, project management tools, custom workflow
applications, SharePoint applications, Microsoft Office custom tool extensions, ITS
applications,
• Provide Quiet Zone planning, design and implementation services that include:
o Conduct preliminary data review including work done by City of Fort Worth to date
o Collect additional field data for use in concept and alternatives development
o Develop quiet zone treatment alternatives
o Prepare conceptual plans and order of magnitude cost estimates
o Conduct public meetings to solicit input and determine final alternatives
o Conduct diagnostic team meetings to finalize project details
o Prepare plans and estimates for quiet zone projects
o Provide coordination with railroad to obtain plans, estimates and agreements for
railroad work required
o Provide coordination with railroad for construction of quiet zone improvements
o Prepare draft FRA notices for City of Fort Worth submittal
o Update Grade Crossing Inventory as required
• Project Controls
o Establish and maintain project budgets (income and expenses) for ENGINEER and
CITY utilizing the guidelines and funding table shown below as a guide.
Funding Table
Project Total Cost
Peach Street Area $2,828,514
Hemphill West $849,479
Magnolia Avenue $419,520
Sycamore School Road $154,453
Total $4,251 ,966
ATTACHMENT A
Page 8 of 35
Attachment A-3—Task Orders
Task Order 1 — Peach Street Area
CSJ: 0902-48-688
CSJ: 0902-48-689
There are two components to this Task Order. The first centers on providing pedestrian access
routes where Peach Street crosses the BNSF and UPRR railroad tracks. The second component
addresses vehicular travel, in particular that associated with Emergency Service personnel, and
the most effective method to provide un-interrupted response times, essentially be either
minimizing trains blocking the roadway, or the creation of alternative routes for vehicular travel.
In order to provide continually reliable access to and from the Samuels/Rock Island neighborhood,
it is proposed to redirect Live Oak Street and connect it to E. 4th Street. The north end of this
connector would begin near a point where Peach Street intersects Live Oak Street, proceed along
the east side of the UP tracks, and finally intersect with E. 4th Street at a T-intersection.
There are six railroad crossings to be evaluated in this project.
1. UP & E 1 st Street
2. UP/BNSF & E 1st Street
3. UP/BNSF & Peach Street
4. BNSF & Peach Street
5. BNSF & E 1st Street
6. BNSF & Samuels
Scope of Services
Objective:
To provide continually reliable, safe access to and from the Rock Island neighborhood, including
emergency services, school crossings, personal vehicles, and public service vehicles while
improving the quality of life by reducing train horn noise.
Services for this Scope of Work will be provided through three phases as well as providing project
controls through the project.
Phase One: Develop Alternative Conceptual Plans
Phase Two: Develop Final Plans and Specifications
Phase Three: Construction Management
Project Controls: Monitor project funding and expenses for services associated with
the PSA project, including those provided by CFW staff.
Phase One Scope of Work: Data Collection and Conceptual Plans
1. Data Collection: Obtain all known information that is available through the City, County, and
State agencies. Obtain maps and aerial photographs of the area. In addition to government
agencies, information will be researched and obtained from the Union Pacific Railroad and BNSF
Railroad such as their Right-of-Way Plans, Track Plans and Condensed Profiles. An on-sight
visual inspection will be used to obtain photographs of the area and observe the local traffic
patterns.
1.1. One project start-up meeting
t
ATTACHMENT A
Page 9 of 35
1.1.1. Review the program established by the City to ascertain the requirements of each
independent project and arrive at a mutual understanding of such requirements with
the City.
1.1.2. Include a preliminary program, schedule, and construction budget, each in terms of
the other
1.1.3. The meeting will officially establish the basic features and schematic design criteria
for the project. The engineer will establish design criteria with input from the City.
1.2. Obtain Right-of-Way plans, track plans, condensed profiles, signal and dispatch
information, train speeds, timetables and operating information for the track limits within the
project from the BNSF Railroad
1.3. Obtain Right-of-Way plans, track plans, condensed profiles, signal and dispatch
information, train speeds, timetables and operating information for the track limits within the
project from the Union Pacific Railroad
1.4. Research and obtain maps, street plans, and other relevant data such as existing traffic
signals and traffic data from the City of Fort Worth
1.5. Research and obtain maps, street plans, and other relevant data from Tarrant County
1.6. Research and obtain maps, street plans, and other relevant data from TxDOT
1.7. Research, obtain and review information on major utilities and investigate potential
impacts to the project. Refinements to the conceptual layouts will be considered, when
feasible, to avoid or minimize costly major utility adjustments and/or relocations. Major
utilities to be identified include high pressure natural gas and petroleum pipelines,
overhead electric transmission lines, underground fiber optic duct banks, canals or other
utilities with significant costs associated with adjustment or relocation. When it is not
possible to adjust the conceptual alignment to avoid conflicts, costs for the utility
adjustments and/or relocations shall be included in the cost estimate.
1.8. Develop a Design Summary Report to document guidelines that will be followed throughout
the course of the project
1.9. Conduct the appropriate field reconnaissance to establish the validity of the existing
features and collect the appropriate data including a photographic record to document
important landmarks that exist along the project area for future reference if needed.
Photos shall be prepared in JPG digital format.
1.10. Research and identify signal hardware and software data at all crossings for the RR-ITS
process
2. Evaluate Existing Conditions: Using Land Use Planning principals, identify and locate land
owner parcel information, determine the existence of any physical access easements, property
appraisal values and establish cost estimates on projects that may require property acquisition.
Identify the local stakeholders, neighborhood groups, industries, and businesses that are
involved in the project area and arrange for and conduct meetings to gain an in-depth
understanding of the traffic flow, transportation needs, and pedestrian needs. Meet with the
various emergency response sources such as the fire department, police, and medical teams to
obtain detailed information regarding their originations and most frequent destinations within the
project area.
2.1. One meeting with FBM
2.2. Two meetings with Trinity Bluff Development
2.3. One meeting with Purina Mills
2.4. One meeting with Property Owners as required
2.5. One meeting with Downtown Fort Worth Inc(DFWlnc)
2.6. One with Nash Elementary School representatives
I 2.7. One meeting with each of the emergency response groups (Fire Department — Fire Station
No. 1, Police epartment— Neighborhood Police Officer, and Ambulance Service)
ATTACHMENT A
Page 10 of 35
� 1
C
2.8.One overall neighborhood stakeholder meeting. HNTB will prepare, organize and
host one Community Open House. The CONSULTANT will be responsible for
meeting logistics which include planning, agenda, staffing sign-in sheets, comment
sheets, (directional signing will be provided by the city or neighborhood
organizations), meeting summaries and final report. The City will work with the
neighborhood organizations for meeting announcements.
2.8.1. Open House Planning, Design
2.8.2. Open House Event Management/Staffing
2.8.3. Open House PowerPoint— English only
2.8.4. Open House PowerPoint production —English only
2.8.5. Open House Agenda — English only
2.8.6. Open House Sign in Sheets and Directional Signage — English only
2.9. Identify property ownership and appraisal values within the project limits
2.10. Develop a constraints map of the project study area, suitable for display at the public
meetings using aerial, schematics and data obtained through data collection procedures
to help show the potential impacts of the proposed project. Data to be included are
public and community facilities such as schools, churches, police/fire/emergency,
parklands, businesses and industries, and existing/potential historical sites.
3. Develop Conceptual Plans: Meet with the City of Fort Worth to define the type and style of
pedestrian crossings, final location of the Live Oak connector roads, the street closure of East 1st
Street at the UPRR Railroad tracks, and the Railroad Intelligent Transportation System (RR-ITS).
The conceptual plans will incorporate the transportation patterns and needs identified in the
Evaluation of Existing Conditions step with continual coordination with the Stakeholders,
especially with the FBM and Purina Mills businesses and railroads. To date, six individual projects
have been identified:
1. Railroad ITS System
2. Pedestrian Crossing at BNSF and Peach
3. Pedestrian Crossing at UP/BNSF and Peach
4. Road closure at UP/BNSF and East 1st Street
5. Live Oak Connector
6. Closure near Purina
Conceptual Plans and Details will be developed to a sufficient level to generate a realistic
construction cost estimate and will be considered as the 30% Submittal plan set.
3.1. One Conceptual Design meeting with the City to discuss the results of the Data Collection
and the Evaluation of Existing Condition steps of the Phase One Scope of Work. Using this
information the objective of this meeting will be to confirm the final design approach for the
pedestrian crossings, final location of the Live Oak connector roads, the street closure of
East 1st Street at the UPRR/BNSF Railroad tracks, and the RR-ITS approach for some or all
of the crossings.
3.2. Draft a Design Memorandum defining the conclusions from the Conceptual Design Meeting.
3.3. RR-ITS Process
3.3.1. Evaluate need and alternatives for all crossings
3.3.2. Submit a summary report defining the RR-ITS to be designed for the best
compatibility and results given the existing conditions and equipment
3.3.3. Engineering Cost Estimate for final RR-ITS
3.4. Pedestrian Crossing: Peach Street at BNSF Railroad near Grant Ave.
3.4.1.__.Establish the parameters associated with providing pedestrian access after
ATACHMENTA
the best alternative is identified. Alternatives at this crossing include:
';ATTA
Page 11 of 35
3.4.1.1. Peach underpass
3.4.1.2. Bluff pedestrian bridge
3.4.1.3. Gounah sidewalk route
3.4.1.4. An alternative not yet defined
3.4.1.5. Do nothing
3.4.1.6. BNSF Double Track Project with a Peach Street closure
3.4.2. Provide conceptual plans indicating alternatives analyzed, and approximate costs
associated with each alternative.
3.4.3. Provide plans showing roadway and railroad alignments, ROW, pedestrian crossing
type (bridge, tunnel, or status quo crossing), existing utilities, existing structures
3.4.4. Elevation of East and West ends of the pedestrian crossing showing relative location
to Peach and/or Bluff Streets, track profile, existing utilities, existing structures
3.4.5. Section through the pedestrian crossing showing track section, existing and proposed
ground profiles
3.4.6. Cross Sections showing typical wall, roof, and floor sections
3.4.7. One conceptual sketch of the pedestrian crossing alternatives of a quality and size for
use at a neighborhood stakeholders meeting
3.4.8. Engineering Cost Estimate for the construction of the Pedestrian crossing alternatives
3.5. Pedestrian Crossing: Peach Street at UPRR/BNSF Railroad near North Hays Street
3.5.1. Plan showing roadway and railroad alignments, ROW, Pedestrian Crossing, existing
utilities, existing structures
3.5.2. Elevation of East and West ends of the Pedestrian Crossing showing relative location
to Peach Street, track profile, existing utilities, existing structures
3.5.3. Section through the Pedestrian Crossing showing track section, existing and
proposed ground profiles
3.5.4. Cross Sections showing typical wall, roof, and floor sections
3.5.5. One conceptual sketch of the pedestrian crossing of a quality and size for use at a
neighborhood stakeholders meeting
3.5.6. Engineering Cost Estimate for the construction of the Pedestrian Crossing
3.6. Street Closure at East 1st Street and the UPRR at-grade crossing
3.6.1. Plan showing roadway and railroad alignments, ROW, existing utilities, existing
structures, existing grade crossing
3.6.2. Profile and Details showing the existing roadway profile across the grade crossing
and proposed removal of the grade crossing and road
3.6.3. Engineering Cost Estimate for the removal of the grade crossing and road closure
3.7. Live Oak Connection Road
3.7.1. Site Plan showing relative existing roads, railroads, buildings, trees, utilities, and new
connection road
3.7.2. Plan and Profile (1" = 50') showing new connection road alignment, existing utilities,
existing roads, ROW and property lines, easements, profile grades (4 sheets)
3.7.3. Engineering Cost Estimate
3.8. Street Closure and Purina Mills Access Road
3.8.1. Site Plan showing relative existing roads, railroads, buildings, trees, utilities, and new
connection road
3.8.2. Plan and Profile (1" = 50') showing new connection road alignment, existing utilities,
existing roads, ROW and property lines, easements, profile grades (2 sheets)
3.8.3. Engineering Cost Estimate
3.9. Develop median barrier standards for the CITY that are acceptable for quiet zone use.
3._10.Upon-determination of the preferred alternative(s) for the six identified projects previously
listed in phis section, HNTB will submit thirty percent (30%) conceptual plans and cost
ATTACHMENT - �
$Mc e'12 6 35 � 1
estimates for review, address City's comments, and incorporate them into the 75%
submittal. HNTB will continue with the development of the 75% Plans during the City's
review of the 30% submittal.
Phase Two Scope of Work: Develop Final Plans and Specifications
4. Surveys and Geotechnical Work: Using the recommended preferred alternative design,
determine and obtain the needed survey data, utility locations, and geotechnical data needed
for the design activities.
5. Ground control for aerial mapping, supplemental ground surveying and applicable cross
sections:
5.1. Ground Control for Aerial Mapping - Set aerial panels in accordance with Texas Department
of Transportation — Fort Worth District Aerial Mapping Specifications. Control information will
be provided in hard copy and ASCII digital format to HNTB and to the Client. A control plan
sheet will be provided
5.2. Supplemental Ground Surveying — On-the-ground topographic (DTM) survey data will be
obtained at the following locations:
5.2.1. A 150-wide section on Peach Street extending 500 feet east and west of the BNSF
Railroad.
5.2.2. For a distance of 300 feet west of the intersection of the BNSF Railroad and Peach
Street to North Hays Street and 120 feet east to the intersection Peach Street and
North Live Oak Street.
5.2.3. For a distance of 550 feet along East First Street between Hampton Street and North
Live Oak Street.
5.2.4. A 150 feet wide section along the east side of the Union Pacific Railroad Right-of-Way
between Peach Street and East 4th Street.
5.2.5. A 75 feet width each side of North Live Oak Street between Weatherford Street and
East 4th Street.
5.2.6. The area bounded by Peach Street, BNSF Railroad, E 4th Street and Live Oak Street.
The actual area shall extend 75 feet past those boundaries.
RIGHT-OF-WAY SURVEYS
The following services will be provided in connection with right-of-way document preparation for
the project:
6. Field Surveys
7. Utilize project survey control points established for the aerial mapping. We will define the
horizontal control with additional traverse points as needed for the right-of-way survey.
8. Perform a right-of-way survey of the project area. Monuments marking property corners of the
properties from which right-of-way is to be obtained will be recovered and tied to the project
control.
9. Boundary Analysis
10. Utilizing the deed study and the data from the field survey, a Registered Surveyor will analyze
the results of the survey with assistance from the survey technician in performing computations
related to the analysis. The surveyor will determine location of the existing right-of-way lines
and the side property lines of each of the subject properties. The City will be notified of
boundary line conflicts that become apparent as a result of the field survey. Resolution of
these conflicts is not a budgeted item since the number or extent of such conflicts cannot be
quantified at this time.
11. Preparation of Documents
ATTACHMENT A i
Page 13 of 35
11.1. Utilizing the boundary surveys performed by HNTB and the proposed right-of-way line
location provided by the City, we will compute the boundaries of the right-of-way
parcels for each of the subject properties.
11.2. Draft the right-of-way plans to a scale of 1-inch equals 50 feet based upon TxDOT
ROW Manual specifications. We estimate that there will be approximately 11 plan
sheets including an index sheet and a plan cover sheet. A closure computation will be
prepared for each right-of-way parcel on the plans.
11.3. Draft plats and field notes for each of the right-of-way parcels or parts of parcels.
According to the tax maps available on the TCAD web page, there are approximately
thirty-nine (39) parcels for which surveys must be completed and plats and descriptions
prepared. The plats will be prepared on 8 '/2" x 11" pages at a scale of 1 inch equals 50
or 100 feet, depending on the parcel size, A closure computation will be prepared for
each of the plats and field notes.
12. All of the above described survey documents (right-of-way plans, plats, descriptions, and
closure computations) will be submitted to the client for their review. Upon the completion of
review of all right-of-way survey documents, HNTB will make corrections and address
concerns. Corrected documents will be returned to the client in final format.
GEOTECHNICAL SERVICES
13. The work to be performed by the Engineer shall consist of providing geotechnical engineering
services required for the preparation of Plans, Specifications, and Estimates (PS&E) for the
construction of the Peach Street Area Project. This investigation is to determine subgrade
conditions beneath the proposed pavements for use in pavement thickness design and the
proposed pedestrian crossing structures. The geotechnical engineering study for this project
shall be conducted using a combination of both Texas Department of Transportation (TxDOT)
and American Society for Testing Materials (ASTM) test methods and procedures,
investigation and pavement design analysis for the project will include field, laboratory and
engineering phases.
14. HNTB will provide the necessary personnel, equipment and materials to complete the
requirements outlined in this scope of services. The services include the field program,
laboratory testing, engineering analysis, and report preparation phases outlined below. HNTB
shall obtain required Right-of-Entry with all property owners associated with the project
geotechnical exploration efforts.
15. Field services for the geotechnical study are expected to consist of approximately fourteen (14)
soil borings. The Engineer shall adjust the number, locations, and depths of borings as
warranted by documented field observations, in order to provide complete data for the
Engineer's roadway and structures. Both the locations and ground surface elevations of the
borings will be established in the field by the project surveyor. Six (6) of the borings are to be
drilled to a depth of approximately 60 feet at the proposed pedestrian crossing with the
remaining eight (8) borings are to be drilled to a depth of approximately 7 feet for the purpose
of guiding the design and construction of the roadways.
16. Field Investigation
16.1. Boring locations will be established in accessible areas with minimal disturbance to site
features (i.e. removal of fences, clearing of vegetation, etc.).
17. Laboratory Testing
17.1. Laboratory tests (natural water contents, Atterberg limits, and partial gradation analyses)
will be performed to classify soil strata, evaluate plasticity, and shrink/swell potential of on-
site materials. Unconfined compression tests will be conducted on selected intact soil
specimens to evaluate the compressive strength of the subsurface strata. In addition,
soluble sulfate tests will be performed on soil samples to indicate if the phenomenon of
ATTACHMENT A
Page 14 of 35
sulfate induced heave will be a potential problem if lime stabilized subgrade is to be
considered in the pavement design and pedestrian tunnels structures.
18. Engineering Report
18.1. Engineering analyses of the results of the field and laboratory data will be made to
develop pavement thickness design for the roadway and foundation design for the
under/overpass structures. The report will include the following:
18.1.1. General subsurface conditions, discussion of site geology, boring logs with
descriptions of strata and laboratory test results, and water levels obtained at the
time of drilling;
18.1.2. Boring location plan;
18.1.3. Flexible pavement thickness design in accordance with TxDOT FPS-19 Design
Methodology with a mechanistic check, and based on provided traffic loading
information; and
18.1.4. Pavement construction recommandations.
18.1.5. Foundation design recommendations for the pedestrian tunnel structures.
19. Assumptions: The Geotechnical Services scope of work is based on the following:
19.1. Boring locations can be accessed with an all-terrain (ATV) drill rig and site clearing is
not required.
19.2. The actual boring locations will be marked in the field after drilling for others to obtain
locations and elevations. We will obtain latitude and longitude coordinates of the boring
location using a hand-held GPS device; and
19.2.1. The estimated fee may be exceeded if site conditions are significantly different than
anticipated or changes in work are required or requested. However, the estimated
maximum fee will not be exceeded without the client's prior authorization. Required
additions to the above scope of services would be invoiced in accordance with the
contract fee schedule.
20. Plans, Specifications and Cost Estimates (PS&E): Prepare detailed Plans, Specifications and
Cost Estimates of sufficient detail for construction.
20.1. 75% PS&E Submittal
20.1.1. RR-ITS Process
20.1.1.1. Determine modifications needed to convert the existing signal system to an
RR-ITS
20.1.1.2. Develop Plans, Details, and Specifications
20.1.1.2.1. Peach Street
20.1.1.2.1.1. Plan showing existing roadway and railroad alignment, existing
structures, existing utilities, and proposed equipment
20.1.1.2.1.2. Elevation and Details of proposed and existing equipment showing
relative locations of existing track and roads
20.1.1.2.2. East 1 st Street
20.1.1.2.2.1. Plan showing existing roadway and railroad alignment, existing
structures, existing utilities, and proposed equipment where
applicable
20.1.1.2.2.2. Elevation and Details of proposed and existing equipment showing
relative locations of existing track and roads
20.1.1.3. Report detailing how new equipment will be incorporated into the existing
system, into the emergency response agencies, command center design and
operational planning, type of equipment, and how the ITS will function
20.1.1.4. Engineering Cost Estimate for final RR-ITS
20.1.2. Pedestrian crossing: Peach Street at BNSF Railroad (if applicable).
ATTACHMENT A
Page 15 of 35 ,
20.1.2.1. Expand information on Plan showing roadway and railroad alignments, ROW,
Pedestrian Crossing, existing utilities, existing structures
20.1.2.2. Expand information on Elevation of East and West ends of the Pedestrian
Crossing showing relative location to Peach Street, track profile, existing
utilities, existing structures
20.1.2.3. Expand information on Section through the Pedestrian Crossing showing track
section, existing and proposed ground profiles
20.1.2.4. Expand information on Cross Sections showing typical wall, roof, and floor
sections
20.1.2.5. Add additional details and cross sections to sufficiently describe all information
needed for construction
20.1.2.6. Concrete Reinforcing Details and Sections
20.1.2.7. Design Calculations
20.1.2.8. Construction Sequence (3 sheets)
20.1.2.9. Engineering Cost Estimate for the construction of the Pedestrian Crossing
20.1.3. Pedestrian Crossing: Peach Street at BNSF/UPRR Railroad near North Hays Street
20.1.3.1. Expand information on Plan showing roadway and railroad alignments, ROW,
Pedestrian Crossing, existing utilities, existing structures
20.1.3.2. Expand information on Elevation of East and West ends of the Pedestrian
Crossing showing relative location to Peach Street, track profile, existing
utilities, existing structures
20.1.3.3. Expand information on Section through the Pedestrian Crossing showing track
section, existing and proposed ground profiles
20.1.3.4. Expand information on Cross Sections showing typical wall, roof, and floor
sections
20.1.3.5. Add additional details and cross sections to sufficiently describe all information
needed for construction
20.1.3.6. Concrete Reinforcing Details and Sections
20.1.3.7. Design Calculations
20.1.3.8. Construction Sequence (3 sheets)
20.1.3.9. Engineering Cost Estimate for the construction of the Pedestrian Crossing
20.1.4. Street Closure at East 1st Street and the UPRR at-grade crossing if closure not
handled directly by City of Fort Worth personnel
20.1.4.1. Expand information on Plan showing roadway and railroad alignments, ROW,
existing utilities, existing structures, existing grade crossing
20.1.4.2. Expand information on Profile and Details showing the existing roadway profile
across the grade crossing and proposed removal of the grade crossing and
road
20.1.4.3. Typical roadway details and track sections
20.1.4.4. Details of road barricades
20.1.4.5. Engineering Cost Estimate for the removal of the grade crossing and road
closure
20.1.5. Live Oak Connector Road
20.1.5.1. Expand information on Site Plan showing relative existing roads, railroads,
buildings, trees, utilities, and new connection road
20.1.5.2. Expand information on Plan and Profile (1" = 50') showing new connection
road alignment, existing utilities, existing roads, ROW and property lines,
easements, profile grades (4 sheets)
R 1.5.3. Develop Cross Sections every 50' (6 sheets) A GeoPak roadway geometry
model will be developed. GeoPak Cross Sections will be plotted and will show
original terrain, finished grade, centerline, and ROW at intervals of 50'.
Earthwork calculations will be based upon these cross sections.
20.1.5.4. Typical roadway sections and details (2 sheets)
20.1.5.5. Street Crossing Details
20.1.5.5.1. Bluff Street
20.1.5.5.1.1. Plan Sheet showing road alignments, existing structures, existing
utilities, existing and proposed traffic control
20.1.5.5.1.2. Profiles across the intersection for both streets
20.1.5.5.2. Belknap Street
20.1.5.5.2.1. Plan Sheet showing road alignments, existing structures, existing
utilities, existing and proposed vertical and horizontal clearances
20.1.5.5.2.2. Profiles across the intersection for both streets
20.1.5.5.3. Weatherford Street
20.1.5.5.3.1. Plan Sheet showing road alignments, existing structures, existing
utilities, existing and proposed vertical and horizontal clearances
20.1.5.5.3.2. Profiles across the intersection for both streets
20.1.5.5.4. East 1 st Street
20.1.5.5.4.1. Plan Sheet showing road alignments, existing structures, existing
utilities, existing and proposed traffic control
20.1.5.5.4.2. Profiles across the intersection for both streets
20.1.5.5.5. East 2"d Street
20.1.5.5.5.1. Plan Sheet showing road alignments, existing structures, existing
utilities, existing and proposed traffic control
20.1.5.5.5.2. Profiles across the intersection for both streets
20.1.5.5.6. East 4tn Street
20.1.5.5.6.1. Plan Sheet showing road alignments, existing structures, existing
utilities, existing and proposed traffic control
20.1.5.5.6.2. Profiles across the intersection for both streets
20.1.5.5.7. Typical roadway details
20.1.5.5.8. Traffic Control (signal) details to be evaluated and determined.
20.1.5.6. Engineering Cost Estimate
20.1.6. Street Closure and Purina Mills Access Road
20.1.6.1. Expand information on Site Plan showing relative existing roads, railroads,
buildings, trees, utilities, and new connection road
20.1.6.2. Expand information on Plan and Profile (1" = 50') showing new connection
road alignment, existing utilities, existing roads, ROW and property lines,
easements, profile grades (2 sheets)
20.1.6.3. Develop Cross Sections every 50' (6 sheets) A GeoPak roadway geometry
model will be developed. GeoPak Cross Sections will be plotted and will show
original terrain, finished grade, centerline, and ROW at intervals of 50'.
Earthwork calculations will be based upon these cross sections.
20.1.6.4. Typical roadway sections and details (2 sheets)
20.1.6.5. Street Crossing Details
20.1.6.5.1. East 1st Street
20.1.6.5.1.1. Plan Sheet showing road alignments, existing structures, existing
utilities, existing and proposed traffic control
20.1.6.5.1.2. Profiles across the intersection for both streets
20.1.6.5.2. East 2"d Street
20.1.6.5.2.1. Plan Sheet showing road alignments, existing structures, existing
-�-� utilities, existing and proposed traffic control
ATTACHMENT A,_
Page 17 of 35 p 1
v�
'n
20.1.6.5.2.2. Profiles across the intersection for both streets
20.1.6.5.3. East 3`d Street Turnaround
20.1.6.5.3.1. Plan Sheet showing road alignments, existing structures, existing
utilities, existing and proposed traffic control
20.1.6.5.3.2. Profiles across the intersection for both streets
20.1.6.5.4. East 4ch Street Closure
20.1.6.5.4.1. Plan Sheet showing road alignments, existing structures, existing
utilities, existing and proposed traffic control
20.1.6.5.4.2. Profiles across the intersection for both streets
20.1.6.5.5. Typical roadway details
20.1.6.5.6. Traffic Control Details
20.1.6.6. Engineering Cost Estimate
20.1.7. HNTB will submit seventy-five percent (75%) conceptual plans and cost estimates for
review, address City's comments and incorporate them into the final submittal. HNTB
will continue with the development of the final Plans during the City's review of the
75% submittal.
20.2. Final PSBE Submittal
20.2.1. RR-ITS
20.2.1.1. Develop Plans, Details, and Specifications
20.2.1.1.1. Deployment locations (sites)
20.2.1.1.1.1. Complete Plan showing existing roadway and railroad alignment,
existing structures, existing utilities, and proposed equipment
20.2.1.1.1.2. Complete Elevation and Details of proposed and existing
equipment showing relative locations of existing track and roads
20.2.1.1.2. Plans and Details of RR-ITS equipment installation at the emergency
response agencies, and command center(6 sheets)
20.2.1.1.3. Specifications for RR-ITS equipment
20.2.1.2. Final Report detailing how new equipment will be incorporated into the existing
system, into the emergency response agencies, command center design and
operational planning, type of equipment, and how the RR-ITS will function
20.2.1.2.1. Engineering Cost Estimate for final RR-ITS
20.2.2. Pedestrian crossing: Peach Street at BNSF Railroad.
20.2.2.1. Complete Plan showing roadway and railroad alignments, ROW, Pedestrian
crossing, existing utilities, existing structures (if applicable)
20.2.2.2. Complete Elevation of East and West ends of the Pedestrian Crossing
showing relative location to Peach Street, track profile, existing utilities,
existing structures
20.2.2.3. Complete Section through the Pedestrian Crossing showing track section,
existing and proposed ground profiles
20.2.2.4. Complete Cross Sections showing typical wall, roof, and floor sections
20.2.2.5. Complete details and cross sections to sufficiently describe all information
needed for construction
20.2.2.6. Complete concrete reinforcing details and sections
20.2.2.7. Reinforcing bar schedule
20.2.2.8. Design calculations
20.2.2.9. Construction Sequence (3 sheets)
20.2.2.10. Hydrologic Analysis and hydrological data (drainage area map, drainage area
size, time of concentration, hydrological method used, etc) will be included in
the plan set. The engineer will prepare detail drawings for proposed culvert
crossings. Hydraulic data will be included in the plan set. Storm sewers will
be designed according to design criteria. Storm Sewer plan and profile sheets
shall be produced at a scale 1" = 200'. Storm sewers will be designed for the
ultimate facility and stub-outs will be shown on the PS&E sheets to allow for
the expansion of the roadway in the future if required.. The stub-outs will
allow for the expansion of the roadway to the ultimate section. SW3P sheets
will be designed according to NPDES design guidelines. Plan sheets shall be
produces at a scale 1" = 200' (double bank).
20.2.2.11. Grading, drainage and erosion control
20.2.2.12. Erosion notes and details
20.2.2.13. Specifications
20.2.2.14. Engineering cost estimate for the construction of the Pedestrian Tunnel
20.2.3. Pedestrian Crossing: Peach Street at BNSF/UPRR Railroad near North Hays Street
20.2.3.1. Complete plan showing roadway and railroad alignments, ROW, Pedestrian
Crossing, existing utilities, existing structures
20.2.3.2. Complete elevation of east and west ends of the Pedestrian Crossing showing
relative location to Peach Street, track profile, existing utilities, existing
structures
20.2.3.3. Complete section through the Pedestrian Crossing showing track section,
existing and proposed ground profiles
20.2.3.4. Complete cross sections showing typical wall, roof, and floor sections
20.2.3.5. Complete details and cross sections to sufficiently describe all information
needed for construction
20.2.3.6. Complete concrete reinforcing details and sections
20.2.3.7. Reinforcing bar schedule
20.2.3.8. Design calculations
20.2.3.9. Construction Sequence (3 sheets)
20.2.3.10. Hydrologic Analysis and hydrological data (drainage area map, drainage area
size, time of concentration, hydrological method used, etc) will be included in
the plan set. The engineer will prepare detail drawings for proposed culvert
crossings. Hydraulic data will be included in the plan set. Storm sewers will
be designed according to design criteria. Storm Sewer plan and profile sheets
shall be produced at a scale 1" = 200'. Storm sewers will be designed for the
ultimate facility and stub-outs will be shown on the PS&E sheets to allow for
the expansion of the roadway in the future if required. SW3P sheets will be
designed according to NPDES design guidelines. Plan sheets shall be
produces at a scale 1" = 200' (double bank).
20.2.3.11. Grading, drainage and erosion control
20.2.3.12. Erosion notes and details
20.2.3.13. Specifications
20.2.3.14. Engineering cost estimate for the construction of the Pedestrian Crossing
20.2.4. Street Closure at East 1st Street and the UPRR at-grade crossing
20.2.4.1. Complete plan showing roadway and railroad alignments, ROW, existing
utilities, existing structures, existing grade crossing
20.2.4.2. Complete profile and details showing the existing roadway profile across the
grade crossing and proposed removal of the grade crossing and road
20.2.4.3. Complete typical roadway details and track sections
20.2.4.4. Complete details of road barricades
20.2.4.5. Grading, drainage and erosion control
20.2.4.6. Erosion notes and details
2 Specifications
ATTACHMENT A ,�li'.0
Page 19 of 35
20.2.4.8. Engineering Cost Estimate for the removal of the grade crossing and road
closure
20.2.5. Live Oak Connector Road
20.2.5.1. Complete site plan showing relative existing roads, railroads, buildings, trees,
utilities, and new connection road
20.2.5.2. Complete plan and profile (1" = 50') showing new connection road alignment,
existing utilities, existing roads, ROW and property lines, easements, profile
grades (4 sheets)
20.2.5.3. Complete Cross Sections every 50' (6 sheets)
20.2.5.4. Complete Typical roadway sections and details (2 sheets)
20.2.5.5. Street Crossing Details
20.2.5.5.1. Bluff Street
20.2.5.5.1.1. Complete plan sheet showing road alignments, existing structures,
existing utilities, existing and proposed traffic control
20.2.5.5.1.2. Complete profiles across the intersection for both streets
20.2.5.5.2. Belknap Street
20.2.5.5.2.1. Complete plan sheet showing road alignments, existing structures,
existing utilities, existing and proposed horizontal and vertical
clearances
20.2.5.5.3. Weatherford Street
20.2.5.5.3.1. Complete plan sheet showing road alignments, existing structures,
existing utilities, existing and proposed horizontal and vertical
clearances.
20.2.5.5.4. East 1 st Street
20.2.5.5.4.1. Complete plan sheet showing road alignments, existing structures,
existing utilities, existing and proposed traffic control
20.2.5.5.4.2. Complete profiles across the intersection for both streets
20.2.5.5.5. East 2nd Street
20.2.5.5.5.1. Complete plan sheet showing road alignments, existing structures,
existing utilities, existing and proposed traffic control
20.2.5.5.5.2. Complete profiles across the intersection for both streets
20.2.5.5.6. East 4th Street
20.2.5.5.6.1. Complete plan sheet showing road alignments, existing structures,
existing utilities, existing and proposed traffic control
20.2.5.5.6.2. Complete profiles across the intersection for both streets
20.2.5.5.7. Typical roadway details
20.2.5.5.8. Traffic Control Details
20.2.5.6. Hydrologic Analysis and hydrological data (drainage area map, drainage area
size, time of concentration, hydrological method used, etc) will be included in
the plan set. The engineer will prepare detail drawings for proposed culvert
crossings. Hydraulic data will be included in the plan set. Storm sewers will
be designed according to design criteria. Storm Sewer plan and profile sheets
shall be produced at a scale 1" = 200'. Storm sewers will be designed for the
ultimate facility and stub-outs will be shown on the PSBE sheets to allow for
the expansion of the roadway in the future if required. SW3P sheets will be
designed according to NPDES design guidelines. Plan sheets shall be
produces at a scale 1" = 200' (double bank).
20.2.5.7. Grading, drainage and erosion control
20.2.5.8. Erosion notes and details
20.2.5.9. Specifications
ATTACHMENT A
Page 20 of 35
20.2.5.10. Engineering Cost Estimate
20.2.6. Street Closure and Purina Mills Access Road
20.2.6.1. Complete site plan showing relative existing roads, railroads, buildings, trees,
utilities, and new connection road
20.2.6.2. Complete plan and profile (1" = 50') showing new connection road alignment,
existing utilities, existing roads, ROW and property lines, easements, profile
grades (2 sheets)
20.2.6.3. Complete cross sections every 50' (3 sheets)
20.2.6.4. Complete typical roadway sections and details (2 sheets)
20.2.6.5. Street Crossing Details
20.2.6.5.1. East 1 s` Street
20.2.6.5.1.1. Complete plan sheet showing road alignments, existing structures,
existing utilities, existing and proposed traffic control
20.2.6.5.1.2. Complete profiles across the intersection for both streets
20.2.6.5.2. East 2nd Street
20.2.6.5.2.1. Complete plan sheet showing road alignments, existing structures,
existing utilities, existing and proposed traffic control
20.2.6.5.2.2. Complete profiles across the intersection for both streets
20.2.6.5.3. East Td Street Turnaround
20.2.6.5.3.1. Complete plan sheet showing road alignments, existing structures,
existing utilities, existing and proposed traffic control
20.2.6.5.3.2. Complete profiles across the intersection for both streets
20.2.6.5.4. East 4th Street Closure
20.2.6.5.4.1. Complete plan sheet showing road alignments, existing structures,
existing utilities, existing and proposed traffic control
20.2.6.5.4.2. Complete profiles across the intersection for both streets
20.2.6.5.5. Typical roadway details
20.2.6.5.6. Traffic Control Details
20.2.6.6. Hydrologic Analysis and hydrological data (drainage area map, drainage area
size, time of concentration, hydrological method used, etc) will be included in
the plan set. The engineer will prepare detail drawings for proposed culvert
crossings. Hydraulic data will be included in the plan set. Storm sewers will
be designed according to design criteria. Storm Sewer plan and profile sheets
shall be produced at a scale 1" = 200'. Storm sewers will be designed for the
ultimate facility and stub-outs will be shown on the PS&E sheets to allow for
the expansion of the roadway in the future if required. SW3P sheets will be
designed according to NPDES design guidelines. Plan sheets shall be
produces at a scale 1" = 200' (double bank).
20.2.6.7. Grading, drainage and erosion control
20.2.6.8. Erosion notes and details
20.2.6.9. Specifications
20.2.6.10. Engineering Cost Estimate
20.2.7. HNTB will submit final plans, specifications and cost estimates for review, address
City's comments and incorporate them into the final set of plans, specifications and
cost estimates.
21. Critical Path and Timeline: Throughout the construction of the grade crossing program, it will
be critical to maintain minimum disruption to traffic flow, emergency vehicles, train operations,
and business access. A construction schedule will be provided showing the overall
construction timeline, sequence, and critical path.
21.1. Develop a construction schedule for each the six separate projects: RR-ITS; two
ATTACHMENT A
Page 21 of 35 '
i
Pedestrian crossings; East 151 Street Closure; Live Oak Connector; and Street Closure
21.2. Develop a construction schedule incorporating all six projects
22.Approvals and Coordination: As the Plans and Specifications progress, submittals will be
coordinated with various governmental entities as well as the Union Pacific Railroad and BNSF
Railroad through their final approval. At the various levels of development, assistance will be
provided to the City through the public involvement process with the, businesses, industries,
and Stakeholders.
22.1. City of Fort Worth
22.1.1. One meeting at conclusion of public meeting
22.1.2. RR-ITS
22.1.2.1. One meeting to review 30% PS&E comments
22.1.2.2. One meeting to review 75% PS&E comments
22.1.2.3. One meeting to review final PS&E comments
22.1.3. Pedestrian crossing: Peach Street at BNSF Railroad
22.1.3.1. One meeting to review 30% PS&E comments
22.1.3.2. One meeting to review 75% PS&E comments
22.1.3.3. One meeting to review final PS&E comments
22.1.4. Pedestrian Crossing Peach Street at BNSF/UPRR Railroad near North Hays Street
22.1.4.1. One meeting to review 30% PS&E comments
22.1.4.2. One meeting to review 75% PS&E comments
22.1.4.3. One meeting to review final PS&E comments
22.1.5. Street Closure at East 1"Street and the UPRR at-grade crossing
22.1.5.1. One meeting to review 30% PS&E comments
22.1.5.2. One meeting to review 75% PS&E comments
22.1.5.3. One meeting to review final PS&E comments
22.1.6. Live Oak Connector Road
22.1.6.1. One meeting to review 30% PS&E comments
22.1.6.2. One meeting to review 75% PS&E comments
22.1.6.3. One meeting to review final PS&E comments
22.1.7. Street Closure and Purina Mills Access Road
22.1.7.1. One meeting to review 30% PS&E comments
22.1.7.2. One meeting to review 75% PS&E comments
22.1.7.3. One meeting to review final PS&E comments
22.2. Union Pacific Railroad
22.2.1. East 1 s' Street Closure
22.2.1.1. One Meeting at Fort Worth
22.2.1.2. Submit 30% PS&E for review
22.2.1.3. Meet with City to incorporate railroad comments into documents
22.2.1.4. Submit 75% PS&E for review
22.2.1.5. Meet with City to incorporate railroad comments into documents
22.2.1.6. Submit final PS&E for review
22.2.1.7. Meet with City to incorporate railroad comments into documents
22.2.2. Peach Street Pedestrian Crossing
22.2.2.1. One Meeting at Fort Worth
22.2.2.2. Submit 30% PS&E for review
22.2.2.3. Meet with City to incorporate railroad comments into documents
22.2.2.4. Submit 75% PS&E for review
22.2.2.5. Meet with City to incorporate railroad comments into documents
22.2.2.6. Submit final PS&E for review
2.7. Meet with City to incorporate railroad comments into documents
ATTACHMENT A
Page 22 of 35 .Y'
22.3. BNSF Railroad
22.3.1. Peach Street Pedestrian Crossing
22.3.1.1. One Meeting at Fort Worth
22.3.1.2. Submit 30% PS&E for review
22.3.1.3. Meet with City to incorporate railroad comments into documents
22.3.1.4. Submit 75% PS&E for review
22.3.1.5. Meet with City to incorporate railroad comments into documents
22.3.1.6. Submit final PS&E for review
22.3.1.7. Meet with City to incorporate railroad comments into documents
22.3.2. Peach Street Pedestrian Crossing at UPRR Tracks
22.3.2.1. One Meeting at Fort Worth
22.3.2.2. Submit 30% PS&E for review
22.3.2.3. Meet with City to incorporate railroad comments into documents
22.3.2.4. Submit 75% PS&E for review
22.3.2.5. Meet with City to incorporate railroad comments into documents
22.3.2.6. Submit final PS&E for review
22.3.2.7. Meet with City to incorporate railroad comments into documents
22.3.3. East 1 st Street Closure
22.3.3.1. One Meeting at Fort Worth
22.3.3.2. Submit 30% PS&E for review
22.3.3.3. Meet with City to incorporate railroad comments into documents
22.3.3.4. Submit 75% PS&E for review
22.3.3.5. Meet with City to incorporate railroad comments into documents
22.3.3.6. Submit final PS&E for review
22.3.3.7. Meet with City to incorporate railroad comments into documents
22.4. Purina Mills
22.4.1. Meeting at 30% PS&E submittal
22.4.2. Meeting at final PS&E submittal
22.5. FBM
22.5.1. Meeting at 30% PS&E submittal
22.5.2. Meeting at final PS&E submittal
22.6. Trinity Bluff Developer
22.6.1. Meeting at 30% PS&E submittal
22.6.2. Meeting at final PS&E submittal
23. Construction Documents: In addition to the Plans, Specifications, and Engineering Cost
Estimate, assistance will be provided to the City in the preparation of the construction contract
documents including identification of Special Provisions and the bidding process. Throughout
the construction contract bidding phase, responses will be provided to the City for any
questions submitted by the contractors.
23.1. Submit a list of Special Provisions to be incorporated into the bid documents
23.2. Review overall construction bid package
23.3. Attend Pre-Bid meeting
23.4. Respond to contractor questions during bidding
Phase Three Scope of Work: Construction Management
29. Bid Evaluation: With receipt of bids from the contractors, assistance will be provided to City
for the evaluation of the bids and award of the construction contract.
29.1. Review contractor's construction bids
29.2. Provide written recommendations regarding contractor's construction bids
30. Construction Management and Inspection: Throughout the construction contract, services
ATTACHMENT
Page 23 of 35
will be provided by responding to contractor's Request for Information (RFI), critical field
inspections, construction material testing, review and recommendations for approval of
contractor's invoices, and resolution of contractor's change order submittals.
30.1. Review and approval of shop drawings
30.2. Review and approval of forming details
30.3. Responding to requests for information (RFIs)
30.4. Perform construction inspection services
30.5. Providing minor redesign (major redesign should be handled with a contract
supplement)
30.6. Answering general questions
30.7. Providing clarification
30.8. Review contractor's invoices
30.9. Review contractor's proposed change orders
30.10. Other project related tasks in support of the City during construction
31. Coordination: Throughout the construction contract, provide coordination activities with the
stakeholders, railroads, emergency vehicles, government agencies, and industries.
31.1. Respond to questions or concerns voiced throughout the construction phase
32. Close-Out: At the conclusion of the construction, assist the City with final acceptance and
construction contract close-out.
32.1. Verify construction work compliance with PS&E documents
Schedule
ENGINEER shall perform the Services and deliver the related Documents (if any) according to the
schedule shown in Attachment D, Project Schedules, Task Order 1
Compensation
In return for the performance of the foregoing obligations, CITY shall pay to ENGINEER the
amount payable according to the terms detailed in Attachment B2, Fee Schedules, Task Order 1.
Attachment A-3 — Task Orders
Task Order 2 — Hemphill West
CSJ: 0902-48-686
The Hemphill West project is a single corridor with five BNSF crossings, and several nearby UPRR
crossings that may be examined in the project in order to provide a complete quiet zone benefit to
the community. The current intent of this project is to upgrade five BNSF railroad crossings to
improve crossing safety and deploy a quiet zone at the group of crossings consisting of:
1. Jennings Avenue crossing the BNSF
2. Page Street crossing the BNSF
3. Hemphill West crossing the BNSF
4. Capps Street crossing the BNSF
5. Lipscomb Street crossing the BNSF
The considerations for investigating improvement alternatives will include upgrades to the railroad
crossing gate systems, the analysis and determination of quiet zone devices and their subsequent
implementation, as well as street and sidewalk improvements near each crossing.
Scope of Services
Objective:
Provi iet zone at the group of five BNSF crossings from Jennings Avenue to Lipscomb
Street and;i prove the quality of life by reducing train horn noise.
ATTACHMENT A
Page 24 of 35
I:l
Services for this Scope of Work will be provided through three phases:
Phase One: Develop Alternative Conceptual Plans
Phase Two: Develop Final Plans and Specifications
Phase Three: Construction Management
Project Controls: Monitor project funding and expenses for services associated with
the Hemphill West project, including those provided by CFW staff.
Phase One Scope of Work: Develop Alternative Conceptual Plans
1. Data Collection: All known information that is available through the City, County, and State
agencies pertinent to this project will be obtained. Obtain maps and aerial photographs of the
area. In addition to government agencies, information will be researched and obtained from the
Union Pacific Railroad and BNSF Railroad such as their Right-of-Way Plans, Track Plans and
Condensed Profiles. An on-sight visual inspection will be used to obtain photographs of the area
and observe the local traffic patterns.
1.1. One project start-up meeting
1.2. Review previous work done by CFW to date
1.3. Conduct preliminary on-site review of BNSF in the Hemphill West corridor and collect
appropriate field data and photographic record to develop preliminary concepts
1.4. Conduct preliminary on-site review of UPRR in the Hemphill East corridor and collect
appropriate field data and photographic record to develop preliminary concepts
1.5. Update the FRA Grade Crossing Inventory for each of the grade crossings in both the
UPRR and BNSF corridors defined as Hemphill East and Hemphill West
2. Develop Conceptual Plans: A list of possible solutions and/or combination of solutions will be
generated that will achieve the objective of this project. A conceptual plan will be developed for
each of the possible solutions that are identified. Plans and details will be developed to a
sufficient level to generate a realistic construction cost estimate for each identified solution.
2.1. Develop possible alternatives with CFW
2.2. Discuss with BNSF and UPRR to determine feasibility
2.3. Prepare conceptual plans of proposed SSMs and possible crossing closures
2.4. Meet with major landowners for Hemphill East crossings
2.5. Prepare, organize and host one overall neighborhood stakeholder meeting which includes
planning, preparing the agenda, staffing sign-in sheets, comment sheets, (directional
signing will be provided by the city or neighborhood organizations), meeting summaries
and final report. The City will work with the neighborhood organizations for meeting
announcements.
2.6. Conduct site demonstrations of wayside horn technology.
2.7. Achieve neighborhood approval of final preliminary plan working with their traffic committees
2.8. Review final preliminary plan with FRA
2.9. Prepare for public meetings and Planning Commission for closures/vacations
Phase Two Scope of Work: Develop Final Plans and Specifications
3. Diagnostic Review: On-site diagnostic team meetings with BNSF, UPRR, TxDOT, FRA and
CFW will be conducted to finalize project details for each grade crossing in the proposed Quiet
Zone. The diagnostic team meetings will define the railroad force account work required as
well as finalizing pedestrian treatments, roadway modifications, and signing requirements.
3.1. Conduct diagnostic team meetings with BNSF, TxDOT, FRA and CFW
__.--3.2. Con uct d agnostic team meetings with UPRR, TxDOT, FRA and CFW
3.3. Record and document findings of diagnostic team meetings
ATTACHMENT A
Page 25 of 35 y
4. Develop Final Plans: Final plans will be prepared for the railroad's use in preparing their
plans, estimates and agreements. Final PS&E will be prepared for roadway modifications, as
well as signing and marking details.
4.1. Prepare final layout plans for BNSF and UPRR use in preparing plans, estimates, and
agreements
4.2. Prepare PS&E for roadway modifications including signing and markings
4.3. Secure TxDOT approval of 30%, 75%, and final plans
Phase Three Scope of Work: Construction Management
S. Project Coordination: Provide coordination activities with BNSF, UPRR, CFW and TxDOT so
that project plans, estimates and agreements are completed accurately and promptly. Assist
CFW with evaluation of bids and award of construction contract for roadway work.
5.1. Conduct regular project review meetings and report status to BNSF, UPRR, CFW and
TxDOT
5.2. Review and provide comment on plans and estimates submitted by BNSF and UPRR
5.3. Review contractor's construction bids
5.4. Provide written recommendations regarding contractor's construction bids
6. Construction Management and Inspection: Throughout the construction contract, services
will be provided by responding to contractor's Request for Information (RFI), critical field
inspections, construction material testing, review and recommendations for approval of
contractor's invoices, and resolution of contractor's change order submittals.
6.1. Responding to requests for information (RFIs)
6.2. Perform construction inspection services
6.3. Providing minor redesign (major redesign should be handled with a contract supplement)
6.4. Answering general questions
6.5. Providing clarification
6.6. Review contractor's invoices
6.7. Review contractor's proposed change orders
6.8. Other project related tasks in support of the City during construction
7. Coordination: Throughout the construction contract, provide coordination activities with the
stakeholders, railroads, emergency vehicles, government agencies, and industries.
7.1. Respond to questions or concerns voiced throughout the construction phase
7.2. Assist CFW with preparations of appropriate notifications
7.3. Update FRA Grade Crossing Inventory records for each crossing
8. Close-Out: At the conclusion of the construction, assist the City with final acceptance and
construction contract close-out. Project will be certified and as-built drawings will be prepared
Schedule
ENGINEER shall perform the Services and deliver the related Documents (if any) according to
the schedule shown in Attachment D, Project Schedules, Task Order 2
Compensation
In return for the performance of the foregoing obligations, CITY shall pay to ENGINEER the
amount payable according to the terms detailed in Attachment B2, Fee Schedules, Task Order
2. ^.�
ATTACHMENT A
Page 26 of 35
Attachment A-3— Task Orders
Task Order 3— Magnolia Avenue
CSJ: 0902-48-687
The Magnolia Avenue project intends to resolve problems associated with restricted access to
properties landlocked by stopped trains on the UPRR and BNSF tracks by Magnolia Avenue. The
initial project intent is to review the potential solutions, and implement a new roadway/route to the
impacted businesses, thus closing both Magnolia Avenue crossings at the UPRR and BNSF
tracks.
Services for this Scope of Work will be provided through three phases:
Phase One: Data Collection and Alternative Conceptual Plan Development
Phase Two: Develop Final Plans and Specifications
Phase Three: Construction Management
Project Controls: Monitor project funding and expenses for services associated with
the Magnolia Avenue project, including those provided by CFW staff.
Section A. - Scope of Services
Phase One Scope of Work: Data Collection and Conceptual Plans
1. Data Collection: Obtain all known information that is available through the City, County, and
State agencies. Obtain maps and aerial photographs of the area. In addition to government
agencies, information will be researched and obtained from the Union Pacific Railroad and BNSF
Railroad such as their Right-of-Way Plans, Track Plans and Condensed Profiles. An on-sight
visual inspection will be used to obtain photographs of the area and observe the local traffic
patterns.
1.1. One project start-up meeting
1.1.1. Review the program established by the City to ascertain the requirements of each
independent project and arrive at a mutual understanding of such requirements with
the City.
1.1.2. Include a preliminary program, schedule, and construction budget, each in terms of
the other
1.1.3. The meeting will officially establish the basic features and schematic design criteria
for the project. The engineer will establish design criteria with input from the City.
1.2. Obtain Right-of-Way plans, track plans, condensed profiles, signal and dispatch information,
train speeds, timetables and operating information for the track limits within the project from
the BNSF Railroad
1.3. Obtain Right-of-Way plans, track plans, condensed profiles, signal and dispatch information,
train speeds, timetables and operating information for the track limits within the project from
the Union Pacific Railroad
1.4. Research and obtain maps, street plans, and other relevant data such as existing traffic
signals and traffic data from the City of Fort Worth
1.5. Research and obtain maps, street plans, and other relevant data from Tarrant County
1.6. Research and obtain maps, street plans, and other relevant data from TxDOT
1.7. Research, obtain and review information on major utilities and investigate potential
impacts to the project. Refinements to the conceptual layouts will be considered, when
feasible, to avoid or minimize costly major utility adjustments and/or relocations. Major
utilities to be identified include high pressure natural gas and petroleum pipelines,
overhead electric transmission lines, underground fiber optic duct banks, canals or other
utilities-With significant costs associated with adjustment or relocation. When it is not
possible to adjust the conceptual alignment to avoid conflicts, costs for the utility
ATTACHMENT A
Page 27 of 35_ - �
adjustments and/or relocations shall be included in the cost estimate.
1.8. Develop a Design Summary Report to document guidelines that will be followed throughout
the course of the project
1.9. Conduct the appropriate field reconnaissance to establish the validity of the existing
features and collect the appropriate data including a photographic record to document
important landmarks that exist along the project area for future reference if needed.
Photos shall be prepared in JPG digital format.
2. Evaluate Existing Conditions: Using Land Use Planning principals, identify and locate land
owner parcel information, determine the existence of any physical access easements, property
appraisal values and establish cost estimates on projects that may require property acquisition.
Identify the local stakeholders, neighborhood groups, industries, and businesses that are
involved in the project area and arrange for and conduct meetings to gain an in-depth
understanding of the traffic flow, transportation needs, and pedestrian needs. Meet with the
various emergency response sources such as the fire department, police, and medical teams to
obtain detailed information regarding their originations and most frequent destinations within the
project area.
2.1. Meet and coordinate with the BNSF and UPRR Railroads to determine their respective
capacity expansion projects that may impact the area.
2.2. Meet and coordinate with existing business owners to determine their respective plans, etc.,
for growth and development in the area.
2.3. Identify property ownership and appraisal values within the project limits
2.4. Develop a constraints map of the project study area, suitable for display at the public
meetings using aerial, schematics and data obtained through data collection procedures to
help show the potential impacts of the proposed project. Data to be included are public
and community facilities such as schools, churches, police/fire/emergency, parklands,
businesses and industries, and existing/potential historical sites.
3. Develop Conceptual Plans: Meet with the City of Fort Worth to define the type and style of
connector roads, and street closures at the UPRR/BNSF Railroad tracks. The conceptual plans
will incorporate the transportation patterns and needs identified in the Evaluation of Existing
Conditions step with continual coordination with the Stakeholders. Conceptual Plans and Details
will be developed to a sufficient level to generate a realistic construction cost estimate and will be
considered as the 30% Submittal plan set.
3.1. One Conceptual Design meeting with the City to discuss the results of the Data Collection
and the Evaluation of Existing Condition steps of the Phase One Scope of Work. Using this
information the objective of this meeting will be to confirm the final design approach for the
work associated with the next steps of the Magnolia Avenue project.
3.2. Draft a Design Memorandum defining the conclusions from the Conceptual Design Meeting.
3.3. Street Closure at the UPRR/BNSF at-grade crossing
3.3.1. Plan showing roadway and railroad alignments, ROW, existing utilities, existing
structures, existing grade crossing
3.3.2. Profile and Details showing the existing roadway profile across the grade crossing
and proposed removal of the grade crossing and road
3.3.3. Engineering Cost Estimate for the removal of the grade crossing and road closure
3.3.4. HNTB will submit thirty percent (30%) conceptual plans and cost estimates for
review, address City's comments and incorporate them into the 75% submittal.
HNTB will continue with development of the 75% Plans during the City's review of
0% submittal.
3.4. Anal�z,,A impact and potential requirement for city traffic signal operations at
ATTACHMENTA �j�e
Page 28 of 35 - .
connecting roadways.
3.5. Street Closures and Access Road(s)
3.5.1. Site Plan showing relative existing roads, railroads, buildings, trees, utilities, and new
connection road
3.5.2. Plan and Profile (1" = 50') showing new connection road alignment, existing utilities,
existing roads, ROW and property lines, easements, profile grades (2 sheets)
3.5.3. Engineering Cost Estimate
3.5.4. HNTB will submit thirty percent (30%) conceptual plans and cost estimates for
review, address City's comments and incorporate them into the 75% submittal.
HNTB will continue with development of the 75% Plans during the City's review of
the 30% submittal.
Phase Two Scope of Work: Develop Final Plans and Specifications
4. Surveys and Geotechnical Work: Using the recommended grade crossing program,
determine and obtain the needed survey data, utility locations, and geotechnical data needed
for the design activities.
5. Ground control for aerial mapping, supplemental ground surveying and applicable cross
sections:
5.1.Ground Control for Aerial Mapping - Set aerial panels in accordance with Texas Department
of Transportation — Fort Worth District Aerial Mapping Specifications. Control information will
be provided in hard copy and ASCII digital format to HNTB and to the Client. A control plan
sheet will be provided
5.2.Supplemental Ground Surveying — On-the-ground topographic (DTM) survey data will be
obtained at the locations bounded by Rosedale to the North, the UPRR and BNSF railroad
tracks on the east and west, and Main Street to the South.
RIGHT-OF-WAY SURVEYS
The following services will be provided in connection with right-of-way document preparation for
the project:
6. Field Surveys
7. Utilize project survey control points established for the aerial mapping. The Engineer will
define the horizontal control with additional traverse points as needed for the right-of-way
survey.
8. Perform a right-of-way survey of the project area. Monuments marking property corners of the
properties from which right-of-way is to be obtained will be recovered and tied to the project
control.
9. Boundary Analysis
10. Utilizing the deed study and the data from the field survey, a Registered Surveyor will analyze
the results of the survey with assistance from the survey technician in performing computations
related to the analysis. The surveyor will determine location of the existing right-of-way lines
and the side property lines of each of the subject properties. The City will be notified of
boundary line conflicts that become apparent as a result of the field survey. Resolution of
these conflicts is not a budgeted item since the number or extent of such conflicts cannot be
quantified at this time.
11. Preparation of Documents
11.1. Utilizing the boundary surveys performed by HNTB and the proposed right-of-way line
location provided by the City, we will compute the boundaries of the right-of-way
rcels for each of the subject properties.
ATTACHMENT
Page 29 of35,
11.2. Draft the right-of-way plans to a scale of 1-inch equals 50 feet based upon TxDOT
ROW Manual specifications. We estimate that there will be approximately 10 plan
sheets including an index sheet and a plan cover sheet. A closure computation will be
prepared for each right-of-way parcel on the plans.
11.3. Draft plats and field notes for each of the right-of-way parcels or parts of parcels.
According to the tax maps available on the TCAD web page, there are approximately
sixteen (39) parcels for which surveys must be completed and plats and descriptions
prepared. The plats will be prepared on 8 '/2" x 11" pages at a scale of 1 inch equals 50
or 100 feet, depending on the parcel size. A closure computation will be prepared for
each of the plats and field notes.
12. All of the above described survey documents (right-of-way plans, plats, descriptions, and
closure computations) will be submitted to the City for their review. Upon the completion of
review of all right-of-way survey documents, HNTB will make corrections and address
concerns. Corrected documents will be returned to the client in final format.
GEOTECHNICAL SERVICES
13. The work to be performed by the Engineer shall consist of providing geotechnical engineering
services required for the preparation of Plans, Specifications, and Estimates (PS&E) for the
construction of the Peach Street Area Project. This investigation is to determine,subgrade
conditions beneath the proposed pavements for use in pavement thickness design and the
proposed pedestrian crossing structures. The geotechnical engineering study for this project
shall be conducted using a combination of both Texas Department of Transportation (TxDOT)
and American Society for Testing Materials (ASTM) test methods and procedures,
investigation and pavement design analysis for the project will include field, laboratory and
engineering phases.
14. HNTB will provide the necessary personnel, equipment and materials to complete the
requirements outlined in this scope of services. The services include the field program,
laboratory testing, engineering analysis and report preparation phases outlined below. HNTB
shall obtain required Right-of-Entry with all property owners associated with the project
geotechnical exploration efforts.
15. Field services for the geotechnical study are expected to consist of approximately fourteen (14)
soil borings. The Engineer shall adjust the number, locations, and depths of borings as
warranted by documented field observations, in order to provide complete data for the
Engineer's roadway and structures. Both the locations and ground surface elevations of the
borings will be established in the field by the project surveyor. Eight (8) borings are to be drilled
to a depth of approximately 7 feet for the purpose of guiding the design and construction of the
roadways.
16. Field Investigation
16.1.Boring locations will be established in accessible areas with minimal disturbance to site
features (i.e. removal of fences, clearing of vegetation, etc.).
17. Laboratory Testing
17.1.Laboratory tests (natural water contents, Atterberg limits, and partial gradation analyses) will
be performed to classify soil strata, evaluate plasticity, and shrink/swell potential of on-site
materials. Unconfined compression tests will be conducted on selected intact soil
specimens to evaluate the compressive strength of the subsurface strata. In addition,
soluble sulfate tests will be performed on soil samples to indicate if the phenomenon of
sulfate induced heave will be a potential problem if lime stabilized subgrade is to be
considered in the pavement design and pedestrian tunnels structures.
18. Engineering ort
ATTACHMENT
Page 30 of 35 'vl` +�
18.1.Engineering analyses of the results of the field and laboratory data will be made to develop
pavement thickness design for the roadway and foundation design for the under/overpass
structures. The report will include the following:
19. General subsurface conditions, discussion of site geology, boring logs with descriptions of
strata and laboratory test results, and water levels obtained at the time of drilling;
20. Boring location plan;
21. Flexible pavement thickness design in accordance with TxDOT FPS-19 Design Methodology
with a mechanistic check, and based on provided traffic loading information; and
22. Pavement construction recommandations.
23. Foundation design recommendations for the pedestrian tunnel structures.
24. Assumptions: The Geotechnical Services scope of work is based on the following:
24.1. Boring locations can be accessed with an all-terrain (ATV) drill rig and site clearing is
not required.
24.2. The actual boring locations will be marked in the field after drilling for others to obtain
locations and elevations. We will obtain latitude and longitude coordinates of the boring
location using a hand-held GPS device; and
24.2.1. The estimated fee may be exceeded if site conditions are significantly different than
anticipated or changes in work are required or requested. However, the estimated
maximum fee will not be exceeded without the client's prior authorization. Required
additions to the above scope of services would be invoiced in accordance with the
contract fee schedule.
25. Plans, Specifications and Cost Estimates (PS&E): Prepare detailed Plans, Specifications and
Cost Estimates of sufficient detail for construction.
25.1. 75% PS&E Submittal
25.1.1. Develop Plans, Details, and Specifications
25.1.2. Plan showing existing roadway and railroad alignment, existing structures, existing
utilities, and proposed equipment
25.1.3. Elevation and Details of proposed and existing equipment showing relative
locations of existing track and roads
25.1.4. Design Calculations
25.1.5. Construction Sequence (3 sheets)
25.1.6. Engineering Cost Estimate for the construction of the roadway
25.1.7. Expand information on Site Plan showing relative existing roads, railroads,
buildings, trees, utilities, and new connection road
25.1.8. Expand information on Plan and Profile (V = 50') showing new connection road
alignment, existing utilities, existing roads, ROW and property lines, easements,
profile grades (4 sheets)
25.1.9. Develop Cross Sections every 50'. A GeoPak roadway geometry model will be
developed. GeoPak Cross Sections will be plotted and will show original terrain,
finished grade, centerline, and ROW at intervals of 50'. Earthwork calculations will
be based upon these cross sections.
25.1.10. Typical roadway sections and details (2 sheets)
25.1.11. Street Crossing Details
25.1.11.1. Rosedale or Main Street
25.1.11.1.1. Plan Sheet showing road alignments, existing structures, existing
utilities, existing and proposed traffic control
25.1.11.1.2. Profiles across the intersection at the preferred alternative street
25.1.11.2. Typical roadway details
25.1.11.3. Traffic Control Details
ATTACHMENT A
Page 31 of 35 i —
25.1.12. Engineering Cost Estimate
26. Final PS&E Submittal
26.1. Hydrologic Analysis and hydrological data (drainage area map, drainage area size, time
of concentration, hydrological method used, etc) will be included in the plan set. The
engineer will prepare detail drawings for proposed culvert crossings if any. Hydraulic data
will be included in the plan set. Storm sewers will be designed according to design
criteria. Storm Sewer plan and profile sheets shall be produced at a scale 1" = 200'.
Storm sewers will be designed for the ultimate facility. SW3P sheets will be designed
according to NPDES design guidelines. Plan sheets shall be produces at a scale 1" _
200' (double bank).
26.2. Grading, drainage and erosion control
26.3. Erosion notes and details
26.4. Specifications
26.5. Engineering cost estimate for the construction of the access roadway
27. HNTB will submit final plans, specifications and cost estimates for review, address City's
comments and incorporate them into the final set of plans, specifications and cost estimates.
28. Critical Path and Timeline: Throughout the construction of the grade crossing program, it will
be critical to maintain minimum disruption to traffic flow, emergency vehicles, train operations,
and business access. A construction schedule will be provided showing the overall
construction timeline, sequence, and critical path.
29. Approvals and Coordination: As the Plans and Specifications progress, submittals will be
coordinated with various governmental entities as well as the Union Pacific Railroad and BNSF
Railroad through their final approval. At the various levels of development, assistance will be
provided to the City through the public involvement process with the, businesses, industries,
and Stakeholders.
29.1. City of Fort Worth
29.1.1. One meeting at conclusion of public meeting
29.2. Union Pacific Railroad
29.2.1. One Meeting at Fort Worth
29.2.2. Submit 30% PS&E for review
29.2.3. Meet with City to incorporate railroad comments into documents
29.2.4. Submit 75% PS&E for review
29.2.5. Meet with City to incorporate railroad comments into documents
29.2.6. Submit final PS&E for review
29.2.7. Meet with City to incorporate railroad comments into documents
29.3. BNSF Railroad
29.3.1. One Meeting at Fort Worth
29.3.2. Submit 30% PS&E for review
29.3.3. Meet with City to incorporate railroad comments into documents
29.3.4. Submit 75% PS&E for review
29.3.5. Meet with City to incorporate railroad comments into documents
29.3.6. Submit final PS&E for review
29.3.7. Meet with City to incorporate railroad comments into documents
30. Construction Documents: In addition to the Plans, Specifications, and Engineering Cost
Estimate, assistance will be provided to the City in the preparation of the construction contract
documents including identification of Special Provisions and the bidding process. Throughout
the construction contract bidding phase, responses will be provided to the City for any
questions submitted by the contractors.
—30.1. Submit-,a list of Special Provisions to be incorporated into the bid documents
30.2. Review overall construction bid package
ATTACHMENT 7
Page 32 of 35
1
30.3. Attend Pre-Bid meeting
30.4. Respond to contractor questions during bidding
Phase Three Scope of Work: Construction Management
33. Bid Evaluation: With receipt of bids from the contractors, assistance will be provided to City for
the evaluation of the bids and award of the construction contract.
33.1. Review contractor's construction bids
33.2. Provide written recommendations regarding contractor's construction bids
34. Construction Management and Inspection: Throughout the construction contract, services will
be provided by responding to contractor's Request for Information (RFI), critical field
inspections, construction material testing, review and recommendations for approval of
contractor's invoices, and resolution of contractor's change order submittals.
34.1. Review and approval of shop drawings
34.2. Review and approval of forming details
34.3. Responding to requests for information (RFIs)
34.4. Perform construction inspection services
34.5. Providing minor redesign (major redesign should be handled with a contract
supplement)
34.6. Answering general questions
34.7. Providing clarification
34.8. Review contractor's invoices
34.9. Review contractor's proposed change orders
34.10. Other project related tasks in support of the City during construction
35. Coordination: Throughout the construction contract, provide coordination activities with the
stakeholders, railroads, emergency vehicles, government agencies, and industries.
35.1. Respond to questions or concerns voiced throughout the construction phase
36. Close-Out: At the conclusion of the construction, assist the City with final acceptance and
construction contract close-out.
36.1. Verify construction work compliance with PS&E documents
Schedule
ENGINEER shall perform the Services and deliver the related Documents (if any) according to
the schedule shown in Attachment D, Project Schedules, Task Order 3.
Compensation
In return for the performance of the foregoing obligations, CITY shall pay to ENGINEER the
amount payable according to the terms detailed in Attachment B2, Fee Schedules, Task Order 3.
Attachment A-3— Task Orders
Task Order 4— Sycamore School Road
CSJ: 0902-48-685
The Sycamore School road Quiet Zone project is to upgrade two railroad crossings to improve
crossing safety and to deploy a quiet zone at each of the following two locations:
1. Sycamore School Road crossing the UPRR
2. Sycamore School Road crossing the BNSF
The considerations for investigating improvement alternatives will include upgrades to the railroad
crossing gate systems, the analysis and determination of quiet zone devices and their subsequent
implementation, as well as street and sidewalk improvements near each crossing.
ATTACHMENT
Page 33 of 35 ?�
�Sy7 i
Section A. - Scope of Services
Provide a Quiet Zone at each crossing to improve the quality of life by reducing train horn noise.
Pedestrian sidewalks at the crossings are to be considered as well.
Services for this Scope of Work will be provided through three phases:
Phase One: Develop Alternative Conceptual Plans
Phase Two: Develop Final Plans and Specifications
Phase Three: Construction Management
Project Controls: Monitor project funding and expenses for services associated with the Sycamore
School Road project, including those provided by CFW staff.
Phase One Scope of Work: Develop Alternative Conceptual Plans
1. Data Collection: All known information that is available through the City, County, and State
agencies pertinent to this project will be obtained. Obtain maps and aerial photographs of the
area. In addition to government agencies, information will be researched and obtained from the
Union Pacific Railroad and BNSF Railroad such as their Right-of-Way Plans, Track Plans and
Condensed Profiles. An on-sight visual inspection will be used to obtain photographs of the area
and observe the local traffic patterns.
1.1. One project start-up meeting
1.2. Review previous work done by CFW to date
1.3. Conduct preliminary on-site review of BNSF Sycamore School Road crossing and collect
appropriate field data and photographic record to develop preliminary concepts
1.4. Conduct preliminary on-site review of UPRR Sycamore School Road crossing and collect
appropriate field data and photographic record to develop preliminary concepts
1.5. Update the FRA Grade Crossing Inventory for each of the grade crossings
2. Develop Conceptual Plans: A list of possible solutions and/or combination of solutions will be
generated that will achieve the objective of this project. A conceptual plan will be developed for
each of the possible solutions that are identified. Plans and details will be developed to a
sufficient level to generate a realistic construction cost estimate for each identified solution.
2.1. Develop possible alternatives with CFW
2.2. Discuss with BNSF and UPRR to determine feasibility
2.3. Review final preliminary plan with FRA
Phase Two Scope of Work: Develop Final Plans and Specifications
3. Diagnostic Review: On-site diagnostic team meetings with BNSF, UPRR, TxDOT, FRA and
CFW will be conducted to finalize project details for each grade crossing in the proposed Quiet
Zone. The diagnostic team meetings will define the railroad force account work required as
well as finalizing pedestrian treatments, roadway modifications, and signing requirements.
3.1. Conduct diagnostic team meetings with BNSF, TxDOT, FRA and CFW
3.2. Conduct diagnostic team meetings with UPRR, TxDOT, FRA and CFW
3.3. Record and document findings of diagnostic team meetings
4. Develop Final Plans: Final plans will be prepared for the railroad's use in preparing their
plans, estimates and agreements. Final PS&E will be prepared for roadway modifications, as
well signing and marking details.
4.1. Prepare final layout plans for BNSF and UPRR use in preparing plans, estimates, and
agreements
— 4.2. Prep PS&E for roadway modifications including signing and markings
ATTACHMENTA
Page 34 of 3&
4.3. Secure TxDOT approval of 30%, 75%, and final plans
Phase Three Scope of Work: Construction Management
5. Project Coordination: Provide coordination activities with BNSF, UPRR, CFW and TxDOT to
ensure project plans, estimates and agreements are completed accurately and promptly.
Assist CFW with evaluation of bids and award of construction contract for roadway work.
5.1. Conduct regular project review meetings and report status to BNSF, UPRR, CFW and
TxDOT
5.2. Review and provide comment on plans and estimates submitted by BNSF and UPRR
5.3. Review contractor's construction bids
5.4. Provide written recommendations regarding contractor's construction bids
6. Construction Management and Inspection: Throughout the construction contract, services
will be provided by responding to contractor's Request for Information (RFI), critical field
inspections, construction material testing, review and recommendations for approval of
contractor's invoices, and resolution of contractor's change order submittals.
6.1. Responding to requests for information (RFIs)
6.2. Perform construction inspection services
6.3. Providing minor redesign (major redesign should be handled with a contract supplement)
6.4. Answering general questions
6.5. Providing clarification
6.6. Review contractor's invoices
6.7. Review contractor's proposed change orders
6.8. Other project related tasks in support of the City during construction
7. Coordination: Throughout the construction contract, provide coordination activities with the
stakeholders, railroads, emergency vehicles, government agencies, and industries.
7.1. Respond to questions or concerns voiced throughout the construction phase
7.2. Assist CFW with preparations of appropriate notifications
7.3. Update FRA Grade Crossing Inventory records for each crossing
8. Close-Out: At the conclusion of the construction, assist the City with final acceptance and
construction contract close-out. Project will be certified and as-built drawings will be prepared.
Schedule
ENGINEER shall perform the Services and deliver the related Documents (if any) according to
the schedule shown in Attachment D, Project Schedules, Task Order 4.
Compensation
In return for the performance of the foregoing obligations, CITY shall pay to ENGINEER the
amount payable according to the terms detailed in Attachment B2, Fee Schedules, Task Order
4.
ATTACHMENT A «
Page 35 of 35
ATTACHMENT B
FEE SCHEDULE
This attachment provides the basis of payment and fee schedule. The basis of payment for this
contract shall be direct and indirect costs incurred plus a pro rata share of the fixed fee based on the
ratio of labor and overhead costs incurred to total estimated labor and overhead cost in the Final
Cost Proposal (FCP) shown in Attachment B-1, or the percentage of work completed. The invoices
must itemize labor rates, hours worked, and other direct and indirect costs. The Engineer may be
required to provide documentation of hours worked and any eligible direct costs claimed. The
provisional overhead rate charged is subject to audit and annual adjustment to actual rates incurred.
The FCP shows the hourly rates for labor, rates for other direct expenses including but not limited to
travel and allowable materials, provisional overhead rate and the fixed fee. Actual wages must be
within the allowable range shown on the Final Cost Proposal.
A. The maximum amount payable for this contract is $967,280.00
B. Task Orders shall be used to describe the parties' mutual agreement on the scope, schedule
and compensation for all services stated therein.
C. * This dollar value reflects the aggregate amount of all Task Orders. The maximum amount
payable per each Task Order is established in Attachment B-2.
D. The basis of payment is identified in Attachment B-1, Fee Schedule. Reimbursement of
costs incurred under a Task Order shall be in accordance with Attachments B-2, Fee
Schedule.
E. To be eligible for reimbursement, the Engineer's costs must be (1) incurred in accordance
with the terms of a valid Task Order; (2) in accordance with Attachment B, Fee Schedule; and
(3) satisfactory progress of work shall be maintained as a condition of payment.
F. Should the services under this Agreement include products or services that are
commercially priced by ENGINEER, such amounts shall be invoiced to CITY at the catalog
price(s) offered by ENGINEER and are not subject to audit on the basis of costs incurred.
ATTACHMENT B'sJ
Page 1 of 34 )
ATTACHMENT B-1
FINAL COST PROPOSAL (FCP) -SUPPORTING BASIS OF PAYMENT
GENERAL-OVERALL CONTRACT
HNTB Project No,46378
PRIME OR SUBPROVIDER NAME: HNTB Corporation
Labor Rate Per Hour
Maximum Maximum Maximum
LaborlStaff Classification Minimum FY 200712008 FY 2009 FY 2011
Project Principle $40 $ 90.00 $ 93.60 $ 97.34
Project Director $35 $ 80.00 S 83.20 $ 86-53
Pro ect Manager $30 $ 70.00 $ 72.80 $ 75.71
Project Business Manager $25 $ 55.00 $ 57.20 $ 59.49
Project Administrator $20 $ 35,00 $ 36.40 $ 37,86
Clerical $10 $ 20.00 $ 2080. $ 21.63
Senior Desi n Engineer $30 $ 61.00 $ 63.44 $ 65.98
Engineer V $25 $ 55.00 $ 57.20 $ 5949
Engineer IV $25 $ 45.00 $ 46.80 $ 48,67
Engineer III $20 $ 35.00 $ 36.40 $ 37.86
Engineer II $20 $ 28.00 $ 29,12 $ 30.28
Engineer I $20 $ 25.00 $ 26.00 $ 27.04
Technician IV $15 $ 30.00 $ 31.20 $ 3245
Technician III $10 $ 25,00 $ 26.00 $ 27.04
Senior Architect $10 $ 50.00 $ 52.00 $ 54.08
Architect IV $10 $ 40.00 $ 41,60 $ 43.26
Architect III $10 $ 30,00 $ 31.20 $ 32,45
Architect II $10 $ 25.00 $ 26.00 $ 27.04
Senior Urban Desi ner $20 $ 55.00 $ 5720 $ 5949
Urban Designer III $15 $ 40.00 $ 41.60 $ 43.26
Urban Designer 11 $15 $ 35.00 $ 36.40 $ 37.86
Urban Desi ner $10 $ 30.00 $ 31.20 $ 32.45
en Sior Landsca e Architect $20 $ 45.00 $ 46.80 $ 48.67
Landscape Architect III $15 $ 40.00 $ 41.60 $ 43.26
Landscape Architect II $15 $ 35.00 $ 36.40 $ 37.86
Landscape Architect 1 $10 $ 30.00 $ 31,20 $ 32.45
Senior Biologist $10 $ 40.00 $ 41.60 $ 43.26
Biologist $10 $ 30,00 $ 31.20 $ 32,45
Project Environmental Manager $25 $ 65.00 $ 67.60 $ 70.30
Senior Environmental Planner $25 $ 55.00 $ 57.20 $ 59.49
Environmental Planner IV $20 $ 45.00 $ 46.80 $ 48.67
Environmental Planner 111 $15 $ 40.00 $ 41.60 $ 43.26
Environmental Planner II $10 $ 35.00 $ 36.40 $ 37.86
Environmental Specialist S10 $ 30.00 $ 31,20 $ 32.45
GIS Specialist $15 $ 35.00 $ 36.40 S 37.86
Public Involvement Director $25 $ 50,00 $ 52.00 1$ 54.08
Public Involvement Manager $20 $ 40.00 $ 41.60 $ 43.26
Public Involvement Coordinator $10 $ 35.00 $ 36.40 $ 37.86
Technolo ies-Director $30 $ 70.CO $ 72.80 $ 75.71
Technologies-Manager $30 $ 60.00 $ 62.40 $ 64.90
Technologies-Graphic Artist $20 $ 45.00 $ 46,80 $ 48.67
Technologies-3D modeler $20 $ 35.00 $ 36.40 $ 37.86
Technologies-ITS Specialist $25 $ 50.00 $ 52.00 $ 54.08
Technol ies-
" Maximum labor rates increase at a 4%annual rate for subsequent years
FAR Overhead Rate: 155.59%"" Actual rates to be billed not to exceed the maximum shown.
Negotiated Profit Rate. 15% Minimum rate to be billed if actual is less.
2007 Federal Audited Rate(FAR).Most current rate to be used annual)
Other Direct Expenses: Cost
Lodging Maximum-taxes/fees not included Per Night*
Meals (Overnight stay required) Per Da(Per Person'
Mileage Per Mile'
Car Rental(Maximum-taxes/fees not included) Not to Exceed$60/Da
Air Travel Coach/Business Class round trip"
8 112"X 11"copies S.101sheet
8 1/2"X 11"copies color $.75/sheet
11"X 17"cones $.25/sheet
11"X 17"copies color $1.10/sheet
11"X 17"M lar $2.00/sheet
Digital Plotter $2 00/sq It
Overnight Mail-Letter Size At Cost-
Overnight Mail-Oversized Box At Cost'"
Postage At Cost-
Telephone At Cost-
GIS Data Files $850 per data scource
HazMat Database Report $1501mile land coverage
Aerial Photographs 1'=500'scale) $65/er photograph
GPS Rental $1,000/Per Da
Courthouse Fees "
Miscellaneous Expenses-Task Order Specific "
lFornined
in overhead will not be reimbursed as miscellaneous direct expenses.
of hours worked,receipts or usage logs,as applicable,for direct expenses are necessary
ent. Profit not allowed on Other Direct Expenses.
current TxDOT state rate
e determined during negotiation of work authorizations.
ATTACHMENT
Page 2 of 34
HNTB Project No.46378
PRIME OR SUBPROVIDER NAME:Campbell Technology Corporation
Labor Rate Per Hour
Maximum Maximum Maximum
Labor/Staff Classification Minimum FY 2007/2008 FY 2009 FY 2010—
Project Manager $30 $ 70.00 $ 72.80 $ 75.71
Project Engineer $25 $ 55.00 $ 57.20 $ 59.49
Signal Designer $25 $ 45.00 $ 46.80 $ 48.67
" Maximum labor rates increase at a 4%annual rate for subsequent years
Overhead Rate: 125.00% Actual rates to be billed not to exceed the maximum shown.
Negotiated Profit Rate: 15% Minimum rate to be billed if actual is less.
Other Direct Expenses: Cost
Lodging Maximum-taxes/fees not included Per Night*
Meals(Overnight stay required) Per Day/Per Person`
Mileage Per Mile'
Car Rental (Maximum-taxes/fees not included) Not to Exceed$60/Da
Air Travel Coach/Business Class round trip**
8 1/2"X 11"copies $.10/sheet
8 1/2"X I V copies color $.75/sheet
11"X 17"copies $.25/sheet
11"X 17"copies(color) $1.10/sheet
11"X 17"Mylar $2.00/sheet
Digital Plotter $2.00/sq ft
Overnight Mail-Letter Size At Cost—
Overnight Mail-Oversized Box At Cost"
Postage At Cost"
Telephone At Cost"
GIS Data Files $850 per data scource
HazMat Database Report $150/mile land coverage
Aerial Photographs(1'=500'scale) $65/per photograph
GPS Rental $1,000/Per Da
Courthouse Fees
Miscellaneous Expenses-Task Order Specific
Costs included in overhead will not be reimbursed as miscellaneous direct expenses.
Documentation of hours worked,receipts or usage logs,as applicable,for direct expenses are necessary
for reimbursement. Profit not allowed on Other Direct Expenses.
Not to exceed current TxDOT state rate
The cost will be determined during negotiation of work authorizations.
ATTACHMENTS
Page 3 of 34
HNTB Project No.46378
PRIME OR SUBPROVIDER NAME: STL Engineers
Labor Rate Per Hour
Maximum Maximum Maximum
Labor/Staff Classification Minimum FY 2007/2008 FY 2009 FY 2010***
Project Manager $ 53.84 $ 55.99 $ 58.23
Senior Engineer $ 45.67 $ 47.50 $ 49.40
Project Engineer $ 38.96 $ 40.52 $ 42.14
Senior Engineer Tech $ 19.50 $ 20.28 $ 21.09
Engineer Tech $ 14.50 $ 15.08 $ 15.68
Junior Engineer Tech $ 12.50 $ 13.00 $ 13.52
CADD Operator $ 16.50 $ 17.16 $ 17.85
Admin/Clerical $ 16.50 $ 17.16 $ 17.85
** Maximum labor rates increase at a 4%annual rate for subsequent years
FAR Overhead Rate: 145.00%**** Actual rates to be billed not to exceed the maximum shown.
Negotiated Profit Rate: 10% Minimum rate to be billed if actual is less.
***2007 Federal Audited Rate(FAR).Most current rate to be used annual)
Other Direct Expenses: Cost
Lodging Maximum-taxes/fees not included Per Night*
Meals(Overnight stay required) Per Day/Per Person*
Mileage Per Mile*
Car Rental (Maximum-taxes/fees not included) Not to Exceed$60/Da
Air Travel Coach/Business Class round trip**
8 1/2"X 11"copies $.10/sheet
8 1/2"X 11"copies color $.75/sheet
11"X 17"copies $.25/sheet
11"X 17"copies color $1.10/sheet
11"X 17"M lar $2.00/sheet
Digital Plotter $2.001s ft
Overnight Mail-Letter Size At Cost**
Overnight Mail-Oversized Box At Cost-
Postage At Cost-
Telephone At Cost**
GIS Data Files $850 per data scource
HazMat Database Report $150/mile land coverage
Aerial Photographs 1'=500'scale $65/ er photograph
GPS Rental $1,000/Per Da
Courthouse Fees **
Miscellaneous Ex ensee-Task Order Specific **
Costs included in overhead will not be reimbursed as miscellaneous direct expenses.
Documentation of hours worked,receipts or usage logs,as applicable,for direct expenses are necessary
for reimbursement. Profit not allowed on Other Direct Expenses.
* Not to exceed current TxDOT state rate
** The cost will be determined during negotiation of work authorizations.
ATT-&6, NT
Ra'��?i=9
HNTB Project No.46378
PRIME OR SUBPROVIDER NAME: Gorrondona&Associates
Negotiated Hourly Contract Rate Contract Rate Contract Rate
LaborlStaff Classification Base Rate FY 07/08 FY 09 FY 10
Project Mana er/RPLS $ 33.08 $ 101.19 $ 105.24 $ 109.45
Tech/RPLS $ 26.25 $ 80.30 $ 83.51 $ 86.85
2-Man Field Part $ 34.65 $ 105.99 $ 110.23 $ 114.64
3-Man Field Part $ 44.63 $ 136.52 $ 141.98 $ 147.66
CADD Tech $ 20.48 $ 62.65 $ 65.15 $ 67.76
Admin/Clerical $ 14.70 $ 44.97 $ 46.77 $ 48.64
OL"B"Service Loaded Rate $ 312.28 $ 312.28 $ 324.77 $ 337.76
Contract Rates include labor,overhead,and profit.
Negotiated Overhead Rate: 166.00% Contract Rates to be used to derive lump sum totals.
Negotiated Profit Rate: 15% All rates are negotiated rates and are not subject to change or
adjustment.
Other Direct Expenses: Cost
Lodging Maximum-taxes/fees not included Per Night*
Meals(Overnight stay required) Per Day/Per Person*
Mileage Per Mile*
Car Rental (Maximum-taxes/fees not included) **Not to Exceed$60/Da
Air Travel Coach/Business Class **Not to Exceed$200/round trip
8 1/2"X 11"copies $0.10/Sheet
8 1/2"X 11"copies color $0.75/Sheet
11"X 17"copies $0.25/Sheet
11"X 17"copies color $1.10/Sheet
11"X 17"M lar $5.00/Sheet
Scroll Plots $2.50/s .ft.
Digital Plotter $2.00/s .ft.
Overnight Mail-Letter Size **Not to Exceed$20.00/mailin
Overnight Mail-Oversized Box(up to 20 Ibs **Not to Exceed$35.00/mailin
Postage **Not to Exceed$10.00/ er package
Traffic Control $50/da
GIS Data Files **Not to Exceed$850/data source
HazMat Database Report **Not to Exceed$150/land mile
Aerial Photographs 1'=500'scale **Not to Exceed$65/ hoto ra h
GPS Rental **Not to Exceed$1,000/da
Courthouse Fees **
Miscellaneous Expenses-Task Order Specific **
Documentation of hours worked,receipts or usage logs for direct expenses not required.
Percent complete to be billed.
* Not to exceed current state rate
**Cost to be determined during negotiation of work authorization.
ATTACHMENT B
Page 5 of 34 ,
ATTACHMENT B-2
FINAL COST PROPOSAL (FCP)— SUPPORTING BASIS OF PAYMENT
TASK ORDER RELATED
Task Order 1 — Peach Street Area (PSA) CSJ: 0902-48-688 and CSJ: 0902-48-689
A. - Compensation
A.1. In return for the performance of the foregoing obligations, City shall pay to Engineer an
amount not to exceed $383,487.00 for preliminary engineering and an amount not to exceed
$122,699.00 for engineering services related to construction management, payable according
to the following terms: Monthly billing based on work performed and fee earned, per the fee
schedules shown for this Task Order.
A.2. Compensation for Additional Services (if any)shall be paid by City to Engineer according
to the following terms: As needed, and as negotiated independently.
B. - Owner's Responsibilities
City shall perform and/or provide the following in a timely manner so as not to delay the Services
of Engineer. Unless otherwise provided in this Task Order, City shall bear all costs incident to
compliance with the following: None
C. - Other Provisions
The parties agree to the following provisions with respect to this specific Task Order: None
D. - Fee Schedule: Preliminary Engineering
ATTACHMENT B
Page 6 of 34
=r,a^ !r r
p'7
�i q
FEE SCHEDULE
HNTB
Salary Classification Sala Ran a Rate Used Hours Direct Labor
Min Max For Calculations FC 110 FC 164 FC 390 FC 110 FC 164 FC 390 Total
Principal $40 $90.00 $75.00 4 0 0 $300 $0 $0 $300
Director $35 $80.00 $70.00 176 0 0 $12 320 $0 $0 $12,320
PM $30 $70.00 $68.00 180 0 0 $12 240 $0 $0 $12,240
Business M r $25 $55.00 $45.00 8 0 0 $360 $0 $0 $360
Pro'ectAdmin $20 $35.00 $30.00 48 0 0 $1,440 $0 $0 $1,440
Clerical $10 $20.00 $18.00 1 28 0 0 $504 $0 $0 $504
Sr Des En r $30 $61.00 $55.00 64 0 0 $3,520 $0 1 $0 $3,520
Eng V $25 $55.00 $51.00 368 0 0 $18,768 $0 1 $0 $18,768
Eng IV $25 $50.00 $49.00 96 0 0 $4,704 $0 $0 $4,704
Eng III $20 $45.00 $40.00 168 0 0 $6,720 $0 $0 $6,720
Eng 1 $20 $28.00 $26.00 56 0 0 $1,456 $0 $0 $1,456
Tech IV $15 $30.00 $29.00 260 0 0 $7,540 $0 $0 $7,540
Sr Urb Planner $20 $55.00 1 $50.00 8 0 0 $400 $0 $0 $400
Urb Des 11 $15 $35.00 $33.00 48 0 0 $1 584 $0 $0 $1,584
Sr.Land Arch $20 $45.00 $43.00 16 0 0 $688 $0 $0 $688
Land Arch 11 $15 $35.00 $32.00 48 0 0 $1,536 $0 $0 $1,536
PI Dir $25 $50.00 $45.00 24 0 0 $1,080 $0 $0 $1,080
PI Mcir $20 $45.00 $30.00 76 0 0 $2,280 $0 $0 $2,280
PI Coord $10 $35.00 $25.00 38 0 0 $950 $0 $0 1 $950
Tech Dir $30 $70.00 $65.00 12 0 0 $780 $0 $0 $780
Tech M r $30 $60.00 $57.00 112 0 0 $6,384 $0 $0 $6 384
Tech Graphic Art $20 $45.00 $41.00 56 0 0 $2,296 $0 $0 $2 296
Tech Modeler $20 $35.00 $32.00 32 0 0 $1,024 $0 $0 $1 024
Tech ITS Spec $25 $50.00 $48.00 104 0 0 $4,992 $0 $0 $4.992
Totals 2,030 0 0 $93,866 $0 $0 $93,866
Overhead 155.59/ $146,046 $0 1 $0 $146,046
Subtotals $239,912 $0 $0 $239,912
Fixed Fee 15.00% $35,987 $0 $0 $35,987
Direct Expenses see attached $17,458 $17,458
Totals $293,357 $0 $0 $293,357
Subconsultant DBE HUB FC 110 FC 130 FC 150 Total
Campbell Technologies Corporation $25,309 $0 $0 $25,309
Gorrondonna x x $0 $19,404 $23,966 $43,370
STL x x $21,451 $0 $0 $21,451
Subtotal-Subcontracted Expenses $46,760 1 $19,404 $23,96611 $90,130
*DBE/HUB Firms
FC 110 FC 164 FC 390 Total
TOTALS- $340,117 $19,404 $23,966 $383,487
Maximum Fee for Work Authorization $383,487
Total Fixed Fee for Work Authorization $35,987
��P`�'
i
ATTACHMENT B
Page 7 of 34
MANHOUR ESTIMATE-STAFF Tech
Tech Tech ITS Totals
Func. Task "oord Tech Dir Tech Mgr Graphic Modeler Spec
Code Art
110 ILive Oak Connector Phase I Schematic Design)
Data gathering.Obtain as-built plans from City for the existin 60
utility system 160
Prepare a conceptual plan,profile,and typical section 60
Prepare cost estimates 38
Public meetings 220
Project Controls
110 1 ILive Oak Connector Phase II Final Design) 16
Perform field survey and geotechnical work 28
Pre are existing utilities plans 8
Coordinate with various clovernmental entities
Prepare detailed roadway plans,specifications and estimate 240
ro'ect
Prepare detailed water and wastewater plans,specifications 104
for Water Department 20
Pre are right-of-way lans 16
Public meetings
20
Obtain approval from TxDOT,TDLR,etc...
36
Assist City in bidding project
110 Peach Street Ped Grade Separation Phase 1 Schematic
Data gathering.Obtain as-built plans from City for the existir
28
uti 1tv s stem
160
Prepare a conceptual plan,profile,and t 28
typical section
Prepare cost estimates 28
16
Public meetings
110 1 IlDeach Street Ped Grade Sep Phase II Final Design)
Perform field survey and geotechnical work 8
Prepare existing utilities plans 20
Coordinate with various governmental entities 4
Prepare detailed plans,specifications and estimate for the 220
Prepare right-of-way lans 12
Public meetings 14
Obtain approval from TxDOT,TDLR,etc... 24
Assist City in bidding project 20
110 JlRailroad ITS
Data gathering and evaluation 41 16 24 48
Pre are conceptual plans and cost estimates 41 16 24 32 76
Prepare summary report of RR-ITS components for evaluati 24 24 48
Prepare final plans and cost estimate 2 16 32 32 82
ITS implementation 2 401 8 1 16 70
110 IPublic Involvement
Project Management and Administration 14
Client Meetings 6
Project Meetings Internal 2 8
Organize Community open house meeting 1 8
Meeting setup and attendance 16 28
Meetin material development 8 18
Meeting mailers/flyers 6
Public meeting summary 41 24
Power point preparation 81 14
TOTAL 38 12 1121 561 32 104 2,030
ATTACHMENT B
Page 8 of 34
FEE SCHEDULE
Direct Expenses-HNTB
Item Quantity Units Rate Total
Office Expenses
Printing
Digital Plotter 550 SF $2.00 = $1,100.00
11"x17"Mylar 100 Sheet $2.00 = $200.00
8 1/2"x 11"B/W Paper copies 2,000 Sheet $0.10 = 5200.00
11"x17"B/W Paper Copies 1,600 Sheet $0.25 = $400.00
8 1/2"x 11"Color paper copies 1,000 Sheet $0.75 = $750.00
11"x17"Color Copies 1,100 Sheet $1.10 = $1,210.00
Miscellaneous Office Expenses
Postage
Standard Postage 900 @ cost $0.39 = $351.00
Express mail 20 @ cost $10.00 = $200.00
Overnight Mail-Letter Size 20 @ cost $20.00 = $400.00
Overnight Mail-Oversized Box 12 @ cost $50.00 = $600.00
Travel Expenses
Mileage(TxDOT allowable mileage rate) 1,250 miles $0.505 = $631.25
Airfare($750 max) RT $750.00 = $0.00
Airfare RT $500.00 = $0.00
Airfare 6 RT $250.00 = $1,500.00
Garage Parking($15 daily maximum) 16 days @ $15.00 = $240.00
Lodging($85 daily maximum excluding tax) 8 days @ $85,00 = $680.00
Meals($36 daily maximum) 16 days @ $36.00 = $576.00
Car Rental($60 daily maximum without fuel) 16 days @ $60.00 = $960.00
Miscellaneous Expenses
Website development 1 @cost $5,000,00 = $5,000.00
Website maintenance 24 month $40,00 = $960.00
Court reporter 1 @cost $500.00 = $500,00
Public meeting brocures 1 @cost $1,000,00 = $1,000.00
Techical use of computer hourly $17,00 = $0.00
SUBTOTAL-FUNCTION CODE 110 = $17,458.25
PERCENTAGE TO ENGINEER= 100% _ $17,458.25
FEE SCHEDULE
CTC
Salary Classification SalaryRan a Rate Used Hours Direct Labor
Min Max For Calculations FC 110 FC 164 FC 390 FC 110 FC 164 FC 390 Total
Project Manager $40 $90.00 $61.00 100 0 0 $6,100 $0 $0 $6,100
Project Engineer $35 $80.00 $44.00 68 0 0 $2,992 $0 $0 $2,992
Signal Designer $30 $70.00 $36.00 0 0 0 $0 $0 $0 $0
Totals 168 0 0 $9,092 $0 $0 $9,092
Overhead 125.00% $11,365 $0 $0 $11,365
Subtotals $201457
Fixed Fee 15.00% $3,069 $0 $0 $3,069
Direct Expenses see attached $1,783 $1,783
Totals $25,309 $0 $0 $25,309
*DBE/HUB Firms
FC 110 FC 164 FC 390 Total
TOTALS- $25,309 $0 $0 $25,309
Maximum Fee for Work Authorization $25,309
Total Fixed Fee for Work Authorization $3,069
ATTACHMENT EV
Page 9 of 34
CSJ: 0902-48-688/689-Peach Street Area Project FEE SCHEDULE
CTC
MANHOUR ESTIMATE-STAFF
Func. Task Project Project Signal Totals
Code Manager Engineer Desi ner
110 TASK 1 -Data Collection
Start-Up Meeting 4 4 8
Conduct preliminary data collection 8 8 16
Conduct on-site investigation/data collection 161 8 24
110 ITASK 2-QZ Concept Development
Concept Development 16 8 24
110 ITASK 3-Project Development
Concept Development/Alternatives Screening 8 8 16
Corridor Diagnostic/Safety Diagnostic/Safety Analysis 8 8 16
Concept Plans/Estimates 16 8 24
110 ITASK 4-QZ Final Design&Construction
RR Desi n/Estimate/A reement Coordination 24 16 40
TOTAL 1 1001 681 0 168
FEE SCHEDULE
Direct Expenses-CTC
Item Quantity Units Rate Total
Office Expenses
Printing
Digital Plotter SF $2.00 = $0.00
11"x17"Mylar Sheet $2.00 = $0.00
8 112"x 11"BIW Paper copies 1,000 Sheet $0.10 = $100.00
11"x17"B/W Paper Copies Sheet $0.25 = $0.00
8 1/2"x 11"Color paper copies 500 Sheet $0.75 = $375.00
11"07"Color Copies 500 Sheet $1.10 = $550.00
Miscellaneous Office Expenses
Travel Expenses
Mileage(TxDOT allowable mileage rate) 1,500 miles $0,505 = $757.50
SUBTOTAL-FUNCTION CODE 110 = $1,782.50
PERCENTAGE TO ENGINEER= 100% _ $1,782.50
FEE SCHEDULE
Gorrondona
Salary Classification Sala Range Rate Used Hours Direct Labor
Min Max For Calculations FC 130 FC 150 FC 390 FC 130 FC 150 FC 390 Total
Project Mana er/RPLS $25 $ 33.08 $ 33.08 10 13 0 $331 $430 $0 $761
Tech/RPLS $20 $ 26.25 $ 26.25 140 17 0 $3,675 $446 $0 $4,121
2-Man Field Part $25 $ 34.65 $ 34.65 26 8 0 $901 $277 $0 $1,178
3-Man Field Part $20 $ 44.63 $ 44.63 0 108 0 $0 $4,820 $0 $4,820
CADD Tech $10 $ 20.48 $ 20.48 68 88 0 $1,393 $1,802 $0 $3,195
Admin/Clerical $10 $ 14.70 1$ 14.70 3 4 1 0 $44 1 $59 1 $0 $103
Totals 247 238 1 3 1 $7,835 1 $0 $14,178
Overhead 166.00% 1 1 $10 530 1 $13,005 1 $0 $23,535
Subtotals 1 $16,873 $20,840 $0 $37,713
Fixed Fee 15.00% $2,531 $3,126 1 $0 $5,657
Direct Expenses see attached $0 1 $0
Totals $19,404 $23,966 1 $0 $43,370
FC 130 FC 150 FC 390 Total
TOTALS- $19,404 $23,966 $0 $43,370
Maximum Fee for Work Authorization $43,370
Total Fixed Fee for Work Authorization $5,657
ATTACHMENT
Page 10 of 34
CSJ:0902-48-688/689(Peach Street)
Gorrondona
MANHOUR ESTIMATE- STAFF
Func. Project Tech/RPL 2-Man 3-Man CADD Admin/
Ma nPaLgS r/R S Field Party Field Party Tech lerical
Code Task Totals
130 ITASK 1- ROW Parcel Acquisition Survey
1. Research property owners 8 2 10
2.)Prepare a right-of-,ay map of the existing right-of-rears d property lines 2 20 16 60 98
3. Prepare six(6)right-of-rcay acquisition documents 6 96 10 1 113
4. Prepare m o mil oad agrecment documents 2 24 26
150 ITASK 2-TOPOGRAPHICIDESIGN SURVEYING
1. Establish horizontal and vertical control for the project 1 2 36 1 40
2.)To o gra hic surr-e services 4 4 72 8 88
3. Locate bore holes 1 8 1 10
4.)Deliverables 8 10 80 2 100
TOTAL 1 231 157 34 108 156 7 485
FEE SCHEDULE
STL Engineers
Salary Classification Salary Range Rate Used Hours Direct Labor
Min Max crCalculatioi FC 110 FC 164 FC 390 FC 110 FC 164 FC 390 Total
Project Manager $35 $53.84 $53.84 26 0 0 $1,400 $0 $0 $1,400
Project Engineer $25 $38.96 $38.96 48 0 0 $1,870 $0 $0 $1,870
Senior Engineer Tech $15 $19.50 $19.50 2 0 0 $39 $0 $0 $39
CADD Operator $10 $16.50 $16.50 4 0 0 $66 $0 $0 $66
Admin/Clerical $10 $16.50 $16.50 2 0 0 $33 $0 $0 $33
Totals 82 0 0 $3,408 $0 $0 $3,408
Overhead 145.00% $4,941 $0 $0 $4,941
Subtotals $8,349 $0 $0 $8,349
Fixed Fee 10.00% $835 $0 $0 $835
Direct Expenses see attached $12,267 $12,267
Totals $21,451 $0 $0 $21,451
Fg 110 FC 164 FC 390 Total
TOTALS- $21,451 $0 $0 $21,451
Maximum Fee for Work Authorization $21,451
Total Fixed Fee for Work Authorization 835
CSJ: 0902-48-6881689-Peach Street Area Project
STL Engineers
MANHOUR ESTIMATE- STAFF
Func. Project Project Sr.Eng'r CADD Admin/C
Code Task Manager Engineer Tech Operator lerical Totals
110 ITASK 1- Field Studies
Site Reconnaisance and Marking Boring Locations 3 3 6
Coordination of Utility Marking at Boring Locations 3 2 5
City of Fort Worth Drilling Permits and Traffic Control Plans 7 7
110 ITASK 2-Laboratory Studies
Examination of Samples and Assignment of Tests 4 4
110 TASK 3- ngineering Analysis and Report
Boring Log Preparation 3 2 5
Plan of Borings 2 2
Tunnel Analysis 6 12 18
Pavement Analysis 4 8 1 12
Re ort Pre aration 8 Review 4 8 2 14
110 TASK 4-Project Administration
Projec eetin s 8 8
Invoicing 1 1
TOTAL 26 48 2 4 2 82
rAT�TACHMENT B
of 34
FEE SCHEDULE
Direct Expenses-STL Engineers
Item Quantity Units Rate Total
Office Expenses
Printing
8 1/2"x 11"B/W Paper copies 125 Sheet $0.10 = $12.50
11"xl7"B/W Paper Copies 5 Sheet $0.25 = $1.25
Miscellaneous Office Expenses
Postage
Overnight Mail-Letter Size 1 @ cost $20.00 = $20.00
Travel Expenses
Mileage(TxDOT allowable mileage rate) 180 miles $0.505 = $90.90
Miscellaneous Expenses Drilling
City of Fort Worth Drilling Permits 2 each @ $50.00 = $100.00
Drill Rig Mobilization/Demobilization 1 each @ $300.00 = $300.00
Pavement Penetration/Patching 4 each @ $50.00 = $200.00
Soil Drilling w/Intermittent Sampling 70 feet @ $12.50 = $875.00
Continuous Rock Coring 220 feet @ $27.00 = $5,940.00
Miscellaneous Expenses Laboratory
Moisture Content&Pocket Penetrometer 27 each @ $4.50 = $121.50
Atterberg Limit Tests 10 each @ $45,00 = $450.00
Percent Passing#200 Sieve 5 each @ $30.00 = $150.00
Soluble Sulfates,TxDOT Method 5 each @ $90.00 = $450.00
Atterberg Limit Lime Series,6 points 3 each @ $240.00 = $720,00
Unconsolidated-Undrained Triaxial Strength 7 each @ $60.00 = $420.00
Unconfined Compressive Strength of Rock 44 each @ $45.00 = $1,980.00
Swell Tests 5 each @ $60.00 = $300.00
Techical use of computer 8 hourly $17.00 = $136.00
SUBTOTAL-FUNCTION CODE 110 = $12,267.15
PERCENTAGE TO ENGINEER= 100% _ $12,267.15
E. - Fee Schedule: Engineering Services- Construction Management
FEE SCHEDULE
HNTB
Salary Classification Salary Range Rate Used Hours Direct Labor
Min Max For Calculations FC 110 FC 164 FC 390 FC 110 FC 164 FC 390 Total
Principal $40 $90.00 $75.00 4 0 0 $300 $0 $0 $300
Director $35 $80.00 $70.00 32 0 0 $2,240 $0 $0 $2,240
PM $30 $70.00 $68.00 176 0 0 $11,968 $0 $0 $11,968
Clerical $10 $20.00 $18.00 8 0 0 $144 $0 $0 $144
PI M r $20 $45.00 $30.00 4 0 0 $120 $0 $0 $120
PI Coord $10 $35.00 $25.00 4 0 0 $100 $0 $0 $2$100
Totals 8 0 0 $14,872 $0 $0 $14,872
Overhead 155.901. $23,185 $0 $0 3,185
Subtotals 1 $38,057 $0 $0 $38,057
Fixed Fee A 15.00% $5,709 $0 $0 $5,709
Direct Ex enses see attached $2,359 $2,359
Totals $46,125 $0 $0 $46,125
Subconsultant DBE HUB FC 110 FC 130 FC 390 Total
Campbell Technologies Corporation $0 $0 $0 $0
Gorrondonna x x $0 $76,574 $0 $76,574
STL x x $0 $0 $0 $0
Subtotal-Subcontracted Expenses $0 $76,574 $0 $76,574
`DBE/HUB Firms
FC 110 FC 130 FC 390 Total
TOTALS- $46,125 $76,574 $0 $122,699
Maximum Fee for Work Authorization $122,699
Total Fixed Fee for Work Authorization $5,709
1 711_10�
ATTACHMENT B r� E
Page 12 of 34
FEE SCHEDULE
HNTB
MANHOUR ESTIMATE-STAFF
Func. Task Principal Director PM Clerical PI Mgr PI Coord Totals
Code
110 Live Oak Connector Phase III Construction Management)
Assist City in the evaluation of bids and award of construction contract
16 8 24
Provide construction management and inspection services 56 56
Public meetings 4 4 8
Contract closeout 2 40 42
110 JPeach Street Ped Grade Sep Phase III CM
Assist City in the evaluation of bids and award of construction contract
4 4
Provide construction management and inspection services 56 56
Public meetings 4 4 4 4
Contract closeout 2 8 12
TOTAL 4 32 176 8 4 414
FEE SCHEDULE
Direct Expenses-HNTB
Item Quantity Units Rate Total
Travel Expenses
Mileage(TxDOT allowable mileage rate) 1,250 miles $0.505 = $631.25
Airfare($750 max) RT $750.00 = $0.00
Airfare RT $500.00 = $0.00
Airfare 2 RT $250,00 = $500.00
Garage Parking($15 daily maximum) 8 days @ $15,00 = $120,00
Lodging($85 daily maximum excluding tax) 4 days @ $85.00 = $340.00
Meals($36 daily maximum) 8 days @ $36.00 = $288.00
Car Rental($60 daily maximum without fuel) 8 days @ $60.00 = $480.00
SUBTOTAL-FUNCTION CODE 110 = $2,359.25
FEE SCHEDULE
Gorrondona
Salary Classification Salary Range Rate Used Hours Direct Labor
Min Max For Calculations FC 130 FC 150 FC 390 FC 130 FC 150 FC 390 Total
Project Mana er/RPLS $25 $ 33.08 $ 33.08 20 0 0 $662 $0 $0 $662
Admin/Clerical $10 $ 14.70 $ 14.70 2 0 0 $29 $0 $0 $29
QL"B"Service $49 $ 102,09 $ 102.09 32 0 0 $3,267 $0 $0 $3,267
Inspection $20 $ 29.27 $ 29.27 720 0 0 $21,074 $0 $0 $21,074
Totals 774 0 0 $25,032 $0 $0 $25,032
Overhead a 166.00% $41,554 1 $0 $0 $41,554
Subtotals $66,586 $0 $0 $66,586
Fixed Fee& 15.00% $9,988 $0 $0 $9,988
Direct Expenses see attached $0 $0
Totals $76,574 $0 $0 $76,574
FC 130 FC 150 FC 390 Total
TOTALS- $76,574 $0 $0 $76,574
Maximum Fee for Work Authorization $76,574
Total Fixed Fee for Work Authorization $9,988
CSJ:0902-48-688/689(Peach Street)
Gorrondona
MANHOUR ESTIMATE- STAFF
Func. Project
Code Task Manager/RAdrical QL"c Inspector Totals
Code PLS lerical Service
130 TASK 3-Inspection&SUE
1. Provide inspection services during road construction 20 2 720 742
2. As requested QL"B"services will be provided 32 32
TOTAL i 201 21 321 720 774
,
TTACHMENT B
age 13 of 34
ATTACHMENT B-2
FINAL COST PROPOSAL (FCP)— SUPPORTING BASIS OF PAYMENT
TASK ORDER RELATED
Task Order 2 — Hemphill West
CSJ: 0902-48-686
A. - Compensation
A.1. In return for the performance of the foregoing obligations, City shall pay to Engineer an
amount not to exceed $135,044.00 for preliminary roadway engineering design and an amount
not to exceed $119,124.00 for engineering services related to quiet zone implementation and
construction management, payable according to the following terms: Monthly billing based on
work performed and fee earned, per the fee schedules shown for this Task Order.
A.2. Compensation for Additional Services (if any) shall be paid by City to Engineer according
to the following terms: As needed, and as negotiated independently.
B. - Owner's Responsibilities
City shall perform and/or provide the following in a timely manner so as not to delay the Services
of Engineer. Unless otherwise provided in this Task Order, City shall bear all costs incident to
compliance with the following: None
C. - Other Provisions
The parties agree to the following provisions with respect to this specific Task Order: None
D. - Fee Schedule: Preliminary Engineering — Roadway Design
ATTACHMENT B
Page 14 of 34
.o
FEE SCHEDULE
HNTB
Salary Classification Salary Ran a Rate Used Hours Direct Labor
Min Max For Calculations FC 110 FC 150 FC 390 FC 110 FC 150 FC 390 Total
Principal $40 $90.00 $65.00 2 0 0 $130 $0 $0 $130
Director $35 $80.00 $70.00 48 0 0 $3,360 $0 $0 $3,360
PM $30 $70.00 $66.00 72 0 0 $4,752 $0 $0 $4,752
Business M r $25 $55.00 $45.00 8 0 0 $360 $0 $0 $360
Pro ect Admin $20 $35.00 $30.00 24 0 0 $720 $0 $0 $720
Clerical $10 $20.00 $18.00 24 0 0 $432 $0 $0 $432
Sr Des En r $30 1$61.00 $55.00 64 0 0 $3,520 $0 $0 $3,520
Eng V $25 $55.00 $51.00 152 0 0 $7,752 $0 $C $7,752
Eng IV $25 $50,00 $49.00 32 0 0 $1,568 $0 $0 $1,568
Encl III $20 $45.00 $40,00 64 0 0 $2,560 $0 $0 $2,560
Eng 1 $20 $28.00 $26.00 0 0 0 $0 $0 $0 $0
Tech IV $15 $30.00 $29.00 92 0 0 $2,668 $0 $0 $2,668
Sr Urb Planner $20 $55.00 $50.00 8 0 0 $400 $0 $0 $400
Urb Des II $15 $35.00 $33.00 16 0 0 $528 $0 $0 $528
Sr.Land Arch $20 $45.00 $43.00 8 0 0 $344 $0 $0 $344
Land Arch II $15 $35.00 $32.00 16 0 0 $512 $0 $0 $512
Totals 630 0 0 $29,606 $0 $0 $29,606
Overhead 2 155.59% $46,064 $0 $0 $46,064
Subtotals $75,670 $0 $0 $75,670
Fixed Fee a 15,00% $11,351 $0 $0 $11,351
Direct Expense see attached $3,169 $3,169
Totals $90,190 $0 $0 $90,190
Subconsultant DBE HUB FC 110 FC 130 FC 150 Total
Campbell Technologies Corporation $0 $0 $0 $0
Gorrondonna x x $0 $4,997 $32,676 $37,673
STL x x $7,18$1 $0 $0 $7,181
Subtotal-Subcontracted Expenses $7,181 $4,997 $32,676 $44,854
`DBE/HUB Firms
FC 110 FC 130 FC 150 Total
TOTALS- $97,371 $4,997 $32,676 $135,044
Maximum Fee for Work Authorization $135,044
Total Fixed Fee for Work Authorization $11,351
ATTACHMENT B
Page 15 of 34
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FEE SCHEDULE
Gorrondona
Salary Classification Salary Range Rate Used Hours Direct Labor
Min Max For Calculations FC 130 FC 150 FC 390 FC 130 FC 150 FC 390 Total
Project Manager/RPLS $25 $ 33.08 $ 33.08 0 5 0 $0 $165 $0 $165
Tech/RPLS $20 $ 26.25 $ 26.25 0 25 0 $0 $656 $0 $656
2-Man Field Part $25 $ 34.65 $ 34.65 0 190 0 $0 $6,584 $0 $6,584
CADD Tech $10 $ 20.48 $ 20.48 0 160 0 $0 $3,277 $0 $3,277
QL"B"Service $49 $ 102.09 $ 102.09 16 0 0 $1,633 $0 $0 $1,633
Inspection $20 $ 29.27 $ 29.27 0 1 0 0 $0 1 $0 1 $0 $0
Totals 16 380 0 $1,633 $10,682 $0 $12,315
Overhead @ 166.00% $2,712 $17,732 1 $0 F $20,444
Subtotals $4,345 $28,414 $0 $32,759
Fixed Fee @ 15.00% $652 $4,262 $0 $4,914
Direct Expenses (see attached) $0 $0
Totals $4,997 $32,676 $0 $37,673
FC 130 FC 150 FC 390 Total
TOTALS- $4,997 $32,676 $0 $37,673
CSJ:0902-48-686(Hemphill West)
Gorrondona
MANHOUR ESTIMATE- STAFF
Func. Project Tech/RPL 2-Man CADD QL"B"
Code Task Ma PLSr/R S Field Party Tech Service Totals
150 ITASK 1- ROW Parcel Acquisition Survey
1.)Establish horizontal and vertical control for the project 5 5 30 40
2.)Research property owners 20 20
3.)Locate property corners and establish property lines and existing right-of-way Tines 5 30 40 75
4.)Provide a topographic survey of five(5)railroad crossing: 5 120 125
5.)Locate bore hoes as required by the Engineer 5 10 15
6.)Deliverables 5 100 105
130 TASK 2-SUE
As requested QL"B"services will be provided 16 16
TOTAL 1 51 251 1901 160 1611396
FEE SCHEDULE
STL Engineers
Salary Classification SalaryRan a Rate Used Hours Direct Labor
Min Max rCalculatioi FC 110 FC 164 FC 390 FC 110 FC 164 FC 390 Total
Project Manager $35 $53.84 $53.84 7 0 0 $377 $0 $0 $377
Project Engineer $25 $38.96 $38,96 22 0 0 $857 $0 $0 $857
Senior Engineer Tech $15 $19,50 $19.50 2 0 0 $39 $0 $0 $39
CADD Operator $10 $16.50 $16.50 3 0 0 $50 $0 $0 $50
Totals 34 0 0 $1,323 $0 $0 F $1,323
Overhead 145.00% $1,918 $0 $0 1 $1,918
Subtotals $3,241 $0 $0 $3,241
Fixed Fee C& 10.00% $324 $0 $0 $324
Direct Expenses see attached $3,617 $3,617
Totals $7,181 $0 $0 $7,181
FC 110 FC 164 FC 390 Total
TOTALS- $7,181 $0 $0 $7,181
Maximum Fee for Work Authorization $7,181
Total Fixed Fee for Work Authorization $324
71
ATTACHMEfJ7'13-
Page 17 of 32
ui�t`I
CSJ: 0902-48-686(Hemphill West)
STL Enaineers
MANHOUR ESTIMATE- STAFF
Func. Task Project Project Sr. Eng'r CADD Totals
Code Manager Engineer Tech Operator
110 ITASK 1- Field Studies
Site Reconnaisance and Marking Boring Locations 3 3
Coordination of Utility Marking at Boring Locations 2 2
City of Fort Worth Drilling Permits and Traffic Control Plans 3 3
110 ITASK 2-Laboratory Studies
Examination of Samples and Assignment of Tests 3 3
110 ITASK 3-Engineering Analysis and Report
Boring Log Preparation 3 1 4
Plan of Borings 1 2 2
Pavement Analysis 1 4 5
Report Preparation&Review 2 6 8
110 1 ITASK 4-Project Administration
Project Meetings 1 3 3
Invoicing1 1
TOTAL 1 71 221 21 3 34
FEE SCHEDULE
Direct Expenses-STL
Item Quantity Units Rate Total
Office Expenses
Printing
8 1/2"x 11"B/W Paper copies 100 Sheet $0.10 = $10.00
11"x17"B/W Paper Copies 5 Sheet $0.25 = $1.25
Postage
Overnight Mail-Letter Size 1 @ cost $20.00 = $20.00
Travel Expenses
Mileage(TxDOT allowable mileage rate) 180 miles $0.445 = $80.10
Miscellaneous Expenses Drilling
City of Fort Worth Drilling Permits 1 each @ $50.00 = $50.00
Drill Rig Mobilization/Demobilization 1 each @ $300.00 = $300.00
Pavement Penetration/Patching 5 each @ $50.00 = $250.00
Soil Drilling w/Intermittent Sampling 50 feet @ $12.50 = $625.00
Miscellaneous Expenses Laboratory
Moisture Content&Pocket Penetrometer 15 each @ $4.50 = $67.50
Atterberg Limit Tests 5 each @ $45.00 = $225.00
Percent Passing#200 Sieve 5 each @ $30.00 = $150.00
Soluble Sulfates,TxDOT Method 5 each @ $90.00 = $450.00
Atterberg Limit Lime Series,6 points 3 each @ $240.00 = $720.00
Unconsolidated-Undrained Triaxial Strength 5 each @ $60.00 = $300.00
Swell Tests 5 each @ $60.00 = $300.00
Techical use of computer 4 hourly $17.00 = $68.00
SUBTOTAL-FUNCTION CODE 110 = $3,616.85
ATTACHMENT B
Page 18 of 32
E. - Fee Schedule: Engineering Services— Quiet Zone Implementation and Construction
Management
FEE SCHEDULE
HNTB
Salary Classification SalaryRan a Rate Used Hours Direct Labor
Min I Max For Calculations FC 110 FC 150 FC 390V$4,488
10 FC 150 FC 390 Total
Princi al 0 90.00 $65.00 2 0 0 $130 $0 $0 $130
Director $35 $80.00 $70.00 48 0 0 ,360 $0 $0 $3,360
PM $30 $70.00 $66.00 68 0 0 $0 $0 $4,488
Clerical $10 $20.00 $18.00 8 0 0 $144 $0 $0 $144
1 $20 $28.00 $26,00 220 0 0 ,720 $0 $0 $5,720
Totals 346 1 0 0 $13,842 $0 $0 $13,842
Overhead a� 155,59% $21537 1 $0 $0 $21,537
Subtotals $35,379 $0 $0 $35,379
Fixed Fee'Z 15.00% $5,307 $0 $0 $5,307
Direct Expenses see attached $1,130 $1,130
Totals 1,816 0 0 $41,816
Subconsultant DBE HUB FC 110 FC 150 FC 390 Total
Campbell Technologies Corporation $77,308 $0 $0 $77,308
Gorrondonna x x $0 $0 $0 $0
STL x x $0 $0 $0 $0
Subtotal-Subcontracted Expenses $77,308 sol $77,308
`DBE/HUB Firms
FC 110 FC 150 FC 390 Total
TOTALS- $119,124 $0 $0 $119,124
Maximum Fee for Work Authorization $119,124
Total Fixed Fee for Work Authorization $5,307
FEE SCHEDULE
HNTB
MANHOUR ESTIMATE-STAFF
Func. Task Principal Director PM Clerical Eng I Totals
Code
110 lHemphill West-Quiet Zone activities
Data gathering.Obtain as-built plans from City for the existing street and
utility system 8 4 12
Diagnostic Team meeting 8 4 12
QZ reports 4 4
QZ implementation 81 1 1 8
110 Hemphill West-Construction Phase CM
Assist City in the evaluation of bids and award of construction contract
16 16 32
Provide construction management and inspection services 24 200 224
Public meetings 4 4 8 16
Contract closeout 21 16 201
TOTAL 2 48 68 8 220 346
FEE SCHEDULE
Direct Expenses-HNTB
Item Quantity Units Rate Total
Travel Expenses
Mileage (TxDOT allowable mileage rate) miles $0.505 = $0.00
Airfare($750 max) RT $750.00 = $0.00
Airfare RT $500.00 = $0.00
Airfare 1 RT $250.00 = $250.00
Garage Parking($15 daily maximum) 4 days @ $15.00 — $60.00
Lodging ($85 daily maximum excluding tax) 4 days @ $85.00 = S340.00
Meals($36 daily maximum) 5 days @ $36.00 = $180.00
Car Rental($60 daily maximum without fuel) 5 days @ $60.00 = $300.00
SUBTOTAL-FUNCTION CODE 110 = $1,130.00
PERCENTAGE TO ENGINEER= 100%
ATTACHMENT B ^'
Page 19 of 32_.
FEE SCHEDULE
CTC
`Salary Classification Sala Ran a Rate Used Hours Direct Labor
Min Max For Calculations FC 110 FC 164 FC 390 1 FC 110 FC 164 FC 390 Total
Project Manager $30 $70.00 $61.00 182 0 0 $11,102 $0 $0 $11,102
Pro'ect Engineer $25 $55.00 $44.00 302 0 0 $13,288 $0 $0 $13,288
Signal Designer $25 $45.00 $36.00 136 0 $$4,896 $0 $0 $4,896
Totals 620 0 0 $29,286 $0 $0 $29,286
Overhead 125.00% $36,608 $0 $0 $36,608
Subtotals $65,894 $0 $0 $65,894
Fixed Fee& 15.00% $9,884 $0 $0 $9,884
Direct Expenses see attached $1,530 $1,530
Totals $77,308 $0 1 $0 $77,308
`DBE/HUB Firms
FC 110 FC 164 FC 390 Total
TOTALS- $77,308 $0 $0 $77,308
Maximum Fee for Work Authorization $77,308
Total Fixed Fee for Work Authorization $9,884
CSJ:0902-48-686-Hemphill West Project FEE SCHEDULE
CTC
MANHOUR ESTIMATE-STAFF
Func. Task Project Project Signal Totals
Code Mana er Engineer Designer
110 ITASK 1-Data Collection
Start-Up Meeting 4 4 8
Review previous work by CFW 4 8 12
Conduct preliminary data collection 16 16
Prepare FRA grade crossing inventory updates 1 8 8
Conduct on-site investi ation/data collection 241 40 64
110 ITASK 2-QZ Concept Development
Develop possible alternatives with CFW 8 8 16
Discuss with BNSF/UPRR to determine feasibility 8 8 16
Conduct site demonstrations of wayside horn 4 4 8
Meet with neighborhood groups and other stakeholders 16 16 32
Public Meeting 1 8 8 8 24
Status Meeting 1 4 4 8
Prepare conceptual plans 1 8 401 48
Public Meeting 2 81 8 8 24
Status Meeting 2 4 4 8
Achieve neighborhood approval of final preliminary plan 8 8 16
Review final preliminary plan with FRA 4 4 8
Prepare for Planning Commission re:closures 8 16 24
City Council Presentation 4 4 8
110 ITASK 3-QZ Diagnostic Review
Conduct diagnostic team meetings-BNSF/UPRR corridors 16 16 32
Prepare diagnostic team report 8 16 24
Status Meeting 3 4 4 8
110 ITASK 4-QZ Final Design
Prepare final layout plans for RR 8 24 40 72
Prepare PSBE for roadway modifications 0
Secure TxDOT approval of 30%,75%and final plans 0
Status Meeting 4 21 2 4
110 TASK 5-QZ Project Coordination/Construction Management
Conduct monthly project review meetings 16 16 32
Review and provide comments on RR plans and estimates 4 8 12
Review and provide comments on contractor's construction bids 8 8
Perform construction management and inspection services 16 40 56
110 ITASK 6-QZ Implementation
Prepare FRA grade crossing inventory updates 4 8 12
Assist CFW with preparation of Quiet Zone Notices 4 8 12
TOTAL 182 302 136 620
ATTACHMENT
Page 20 of 32
FEE SCHEDULE
Direct Expenses-CTC
Item Quantity Units Rate Total
Office Expenses
Printing
8 1/2"x 11" B/W Paper copies 1,000 Sheet $0.10 = $100.00
8 1/2"x 11"Color paper copies 500 Sheet $0.75 = $375.00
11"x17"Color Copies 500 Sheet $1.10 = $550.00
Travel Expenses
Mileage(TxDOT allowable mileage rate) 1,000 miles $0.505 = $505.00
SUBTOTAL-FUNCTION CODE 110 = $1,530.00
PERCENTAGE TO ENGINEER= 100% _ $1,530.00
ATTACHMENT B
Page 21 of 32
ATTACHMENT B-2
FINAL COST PROPOSAL (FCP)- SUPPORTING BASIS OF PAYMENT
TASK ORDER RELATED
Task Order 3- Magnolia Avenue
CSJ: 0902-48-687
A. - Compensation
A.1. In return for the performance of the foregoing obligations, City shall pay to Engineer an
amount not to exceed $74,993.00 for preliminary roadway engineering design and an amount
not to exceed $80,643.00 for engineering services related to quiet zone implementation and
construction management, payable according to the following terms: Monthly billing based on
work performed and fee earned, per the fee schedules shown for this Task Order.
A.2. Compensation for Additional Services (if any) shall be paid by City to Engineer according
to the following terms: As needed, and as negotiated independently.
B. - Owner's Responsibilities
City shall perform and/or provide the following in a timely manner so as not to delay the Services
of Engineer. Unless otherwise provided in this Task Order, City shall bear all costs incident to
compliance with the following:
C. - Other Provisions
The parties agree to the following provisions with respect to this specific Task Order: None.
D. - Fee Schedule: Preliminary Engineering - Roadway Design
FEE SCHEDULE
HNTB
Salary Classification Salary Range Rate Used Hours Direct Labor
Min Max For Calculations FC 110 FC 164 FC 390 FC 110 FC 164 FC 390 Total
Principal $40 $90.00 $65.00 0 0 0 $0 $0 $0 $0
Director $35 $80.00 $70.00 8 0 0 $560 $0 $0 $560
PM $30 $70.00 $66.00 62 0 0 $4,092 SO $0 $4,092
Business Mgr $25 $55.00 $45.00 4 0 0 $180 $0 $0 $180
Project Admin $20 $35.00 $30.00 8 0 0 $240 $0 $0 $240
Clerical $10 $20.00 $18.00 4 0 0 $72 $0 $0 $72
En V $25 $55.00 $51.00 122 0 0 $6,222 $0 $0 $6,222
Tech IV $15 $30.00 $29.00 90 0 0 $2,610 $0 $0 $2,610
Sr Urb Planner $20 $55.00 $50.00 16 0 0 $800 $0 $0 $800
Urb Des II $15 $35.00 $33.00 40 0 0 $1,320 $0 $0 $1,320
Totals 354 0 0 $16,096 $0 $0 $16,096
Overhead a 155.59% $25,044 $0 $0 $25,044
Subtotals $41,140 $0 $0 $41,140
Fixed Fee @ 15.00% $6,171 $0 $0 $6,171
Direct Expenses see attached $3,944 $3,944
Totals $51,255 $0 $0 $51,255
Subconsultant DBE HUB FC 110 FC 130 FC 150 Total
Campbell Technologies Corporation $0 $0 $0 $0
Gorrondonna x x $0 $10,337 $7,816 $18,153
STL x x $5,585 $0 $0 1 $5,585
Subtotal-Subcontracted Expenses $5,585 $10,337 1 $7,816 1 $23,738
`DBE/HUB Firms
FC 110 FC 130 FC 150 Total
TOTALS- $56,840 $10,337 $7,816 $74,993
Maximum Fee for Work Authorization $74,993
Total Fixed Fee for Work Authorization $6,171
ATTACHMENT B
Page 22 of 32 � �.�
FEE SCHEDULE
HNTB
MANHOUR ESTIMATE-STAFF
Func. Task Principal Director PM Business Project Clerical Eng V Tech IV Sr Urb Urb Des Totals
Code M r Admin Planner II
110 Ma nolia Connector Phase I Schematic Design)
Data gathering.Obtain as-built plans from City for the existing street and
utility system 2 6 8
Prepare a conceptual plan,profile,and typical section 8 16 24 8 16 72
Prepare cost estimates 4 4 8
Public meetings 4 4 4 8 4 24
110 Magnolia Connector Phase II iFinal Design)
Perform field survey and geotechnical work 8 8 16
Prepare existing utilities plans 4 16 10 30
Coordinate with various governmental entities 8 8
Prepare detailed roadway plans,specifications and estimate for the
project 8 32 32 8 24 104
Prepare right-of-way lans 4 8 8 20
Public meetings 4 4 8
Obtain approval from TxDOT TDLR etc... 4 16 20
Assist City in bidding project 4 16 16 36
TOTAL 1 01 81 621 41 81 41 1221 901 161 401 354
FEE SCHEDULE
Direct Expenses-HNTB
Item Quantity Units Rate Total
Office Expenses
Printing
Digital Plotter 500 SF $2.00 = $1,000.00
11"xl7"Mylar 50 Sheet $2.00 = $100.00
8 112"x 11"B/W Paper copies 500 Sheet $0.10 = $50.00
1 I"x17"B/W Paper Copies 450 Sheet $0.25 = $112.50
8 1/2"x 11"Color paper copies 500 Sheet $0.75 = $375,00
11'k17"Color Copies 500 Sheet $1.10 = $550.00
Miscellaneous Office Expenses
Postage
Standard Postage 200 @ cost $0.39 = $78.00
Express mail 5 @ cost $10.00 = $50.00
Overnight Mail-Letter Size 5 @ cost $20.00 = $100.00
Overnight Mail-Oversized Box 4 @ cost $50.00 = 5200.00
Travel Expenses
Mileage(TxDOT allowable mileage rate) 1,000 miles $0,505 = $505.00
Airfare($750 max) RT $750.00 = $0,00
Airfare RT $500.00 = $0.00
Airfare 1 RT $250.00 = $250,00
Garage Parking($15 daily maximum) 2 days @ $15.00 = $30,00
Lodging($85 daily maximum excluding tax) 3 days @ $85.00 = $255.00
Meals($36 daily maximum) 3 days @ $36.00 = $108.00
Car Rental($60 daily maximum without fuel) 3 days @ $60.00 = $1 30.00
SUBTOTAL-FUNCTION CODE 110 = $3,943.50
PERCENTAGE TO ENGINEER= 100% = $3,943.50
FEE SCHEDULE
Gorrondona
Salary ClassificationK$49
Salary Range Rate Used Hours Direct Labor
Max For Calculations FC 130 FC 150 FC 390PFC0 FC 150 FC 390 Total
Project Mana er/RPLS $ 33.08 $ 33.08 3 2 0 $99 $66 $0 $165
Tech/RPLS $ 26.25 $ 26.25 44 5 0 ,155 $131 $0 $1,286
2-Man Field Part $ 34.65 $ 34.65 18 34 0 $624 $1,178 $0 $1,802
3-Man Field Part $ 44.63 $ 44.63 0 12 0 $0 $536 $0 $536
CADD Tech $ 20.48 $ 20.48 32 30 0 $655 $614 $0 $1,270
Admin/Clerical $ 14.70 $ 14.70 2 2 0 $29 $29 $0 $59
OIL"B"Service $ 102.09102.09 8 0 0 $817 $0 $0 $817
Ins ection $ 29.27 $ 29.27 0 0 0 $0 $0 $0 $0
Totals 107 85 0 $3,379 $2,555 $0 $5,934
Overhead 166.00% $5,610 $4,241 $0 $9,851
Subtotals $8,989 $6,796 $0 $15,785
Fixed Fee d'� 15.00% $1,348 $1,020 $0 $2,368
Direct Expenses see attached $0 $0
Totals $10,337 1 $7,816 $0 $18,153
FC 130 FC 150 FC 390 Total
TOTALS- $10,337 $7,816 $0 $18,153
Maximum Fee for Work Authorization $18,153
Total Fixed Fee for Work Authorization $2,368
ATTACHMENT B
Page 23 of 32
CSJ:0902.48-687(Magnolia Avenue)
Gorronciona
MANHOUR ESTIMATE-STAFF
Func, Project TechIRPL 2-Man 3-Man CADD Admin/C QL"B„ Sr.
Code Task ManPa Ser/R S Field Pany Field Party Tech leriral Service Inspector Totals
130 TASK 1-ROW Parcel Ac uisition Survey
1.)Research propert,ue eM 6 1 7
2.)Prepare ROW Map of the existing dcht of-Nay&property lines 1 4 12 26 43
3.)Prepare too 12)right-of- av acquisition documents 2 40 6 1 49
150 TASK2-TOPOGRAPHICIDESIGN SURVEYING
1_))[Establish horizontal and kertical control for the project 1 2 12 1 16
2-)T010 gr, hic sun'ev senices 1 30 31
3.)Locate bore hoes u required b%the Engineer 1 4 5
4.)Deli,'erables 2 30 1 33
130 ITASK 3-Inspection 8 SUE
As requested OCR services will be provided 8 8
TOTAL 1 51 491 521 121 621 41 al 192
FEE SCHEDULE
STL Engineers
Salary Classification Salary Range Rate Used Hours Direct Labor
Min Max r Calculatioi FC 110 FC 164 FC 390 FC 1110 FC 164 FC 390 Total
Project Manager $35 $53.84 $53.84 7 0 0 $377 $0 $0 $377
Project Engineer $25 $38.96 $38.96 18 0 0 $701 $0 $0 $701
Senior Engineer Tech $15 $19.50 $19.50 2 0 0 $39 $0 $0 $39
CADD Operator $10 $16.50 $16.50 3 0 0 $50 $0 $0 $50
Totals 30 0 1 0 1 $1,167 $0 $0 $1,167
Overhead 145.00% 1 1 1 $1,692 $0 $0 $1,692
Subtotals $2,859 $0 $0 $2,859
Fixed Fee a 10.00% $286 $0 $0 $286
Direct Expenses see attachedl $2,441 1 $2,441
Totals $5,585 $0 $0 $5,585
FC 110 FC 164 FC 390 Total
TOTALS- $5,585 $0 $0 $5,585
Maximum Fee for Work Authorization $5,585
Total Fixed Fee for Work Authorization $286
CSJ: 0902-48-687 Magnolia Avenue
STL Engineers
MANHOUR ESTIMATE- STAFF
Func. Task Project Project Sr.Eng'r CADD Totals
Code Manager Engineer Tech Operator
110 ITASK 1- Field Studies
Site Reconnaisance and Marking Boring Locations 2 2
Coordination of Utility Marking at Bo ing Locations 2 2
City of Fort Worth Drilling Permits and Traffic Control Plans 2 2
110 ITASK 2-Laboratory Studies
Examination of Samples and Assignment of Tests 2 2
110 TASK 3-En ineerin Analysis and Report
Boring Log Preparation 2 1 3
Plan of Borings 2 2
Pavement Analysis 1 4 5
Report Preparation&Review 2 6 8
110 TASK 4-Pro ect Administration
Project Meetings 3 3
Invoicing 1 1
TOTAL 71 18 21 311 30
-sue
ATTACHMENT B, 2, 7
Page 24 of 32; ;1.J
4��n
FEE SCHEDULE
Direct Expenses-STL Engineers
Item Quantity Units Rate Total
Office Expenses
Printing
8 112"x 11"B/W Paper copies 100 Sheet $0.10 = $10.00
11"x17"B/W Paper Copies 5 Sheet $0.25 = $1.25
Postage
Overnight Mail-Letter Size 1 @ cost $20.00 = $20.00
Travel Expenses
Mileage(TxDOT allowable mileage rate) 180 miles $0.505 = $90.90
Miscellaneous Expenses Drilling
City of Fort Worth Drilling Permits 1 each @ $50.00 = $50.00
Drill Rig Mobilization/Demobilization 1 each @ $300.00 = $300.00
Pavement Penetration/Patching 3 each @ $50.00 = $150.00
Soil Drilling w/Intermittent Sampling 30 feet @ $12.50 = $375.00
Miscellaneous Expenses Laboratory
Moisture Content&Pocket Penetrometer 9 each @ $4.50 = $40.50
Atterberg Limit Tests 3 each @ $45.00 = $135.00
Percent Passing#200 Sieve 3 each @ $30.00 = $90.00
Soluble Sulfates,TxDOT Method 3 each @ $90.00 = $270.00
Atterberg Limit Lime Series,6 points 2 each @ $240.00 = $480.00
Unconsolidated-Undrained Triaxial Strength 3 each @ $60.00 = $180.00
Swell Tests 3 each @ $60.00 = $180.00
Techical use of computer 4 hourly $17.00 = $68.00
SUBTOTAL-FUNCTION CODE 110 = $2,440.65
PERCENTAGE TO ENGINEER= 100% _ $2,440.65
E. - Fee Schedule: Engineering Services - QZ Implementation and Construction
Management
FEE SCHEDULE
HNTB
Salary Classification Sala Pane Rate Used Hours Direct Labor
Min Max For Calculations FC 110 FC 150 FC 390 FC 110 FC 150 FC 390 Total
Principal $40 $90.00 $65.00 2 0 0 $130 $0 $0 $130
Director $35 $80.00 $70.00 8 0 0 $560 $0 $0 $560
PM $30 $70.00 $66.00 120 0 0 $7,920 $0 $0 $7,920
Tech IV $15 $30.00 $29.00 530 0 0 $15,370 $0 $0 $15,370
Totals 660 0 0 $23,980 $0 $0 $23,980
Overhead 155.59% $37,310 $0 $0 $37,310
Subtotals $61,290 $0 $0 $61,290
Fixed Fee 15.00% $9,194 $0 $0 $9,194
Direct Expenses see attached $773 $773
Totals $71,257 $0 $0 $71,257
Subconsultant DBE HUB FC 110 FC 150 FC 390 Total
Campbell Technologies Corporation 1 $9,386 $0 $0 $9,386
Gorrondonna x x $0 $0 $0 $0
STL x x $0 $0 $0 $0
Subtotal-Subcontracted Expenses $9,386 $0 $0 $9,386
'DBE/HUB Firms
FC 110 FC 150 FC 390 Total
TOTALS- $80,643 $0 $0 $80,643
Maximum Fee for Work Authorization $80,643
Total Fixed Fee for Work Authorization $9,194
ATTACHMENT 6
Page 25 off�32
FEE SCHEDULE
HNTB
MANHOUR ESTIMATE-STAFF
Func. Task Principal Director PM Tech IV Totals
Code
110 Magnolia Connector Phase III Construction Management)
Assist City in the evaluation of bids and award of construction contract
16 16
Provide construction management and inspection services 80 450 530
Public meetings 8 8
Contract closeout 21 8 16 80 106
TOTAL 1 21 81 1201 530 660
FEE SCHEDULE
Direct Expenses-HNTB
Item Quantity Units Rate Total
Travel Expenses
Mileage(TxDOT allowable mileage rate) miles $0.505 = $0.00
Airfare($750 max) RT $750.00 = $0.00
Airfare RT $500.00 = $0.00
Airfare 1 RT $200.00 = $200.00
Garage Parking($15 daily maximum) 2 days @ $15.00 = $30.00
Lodging($85 daily maximum excluding tax) 3 days @ $85.00 = $255.00
Meals($36 daily maximum) 3 days @ $36.00 = $108.00
Car Rental($60 daily maximum without fuel) 3 days @ $60.00 = $180.00
SUBTOTAL-FUNCTION CODE 110 = $773.00
PERCENTAGE TO ENGINEER= 100% _ $773.00
FEE SCHEDULE
CTC
Salary Classification Salary Range Rate Used Hours Direct Labor
Min Max For Calculations FC 110 FC 164 FC 390 FC 110 FC 164 FC 390 Total
Project Manager $40 $90.00 $61.00 44 0 0 $2,684 $0 $0 $2,684
Project Engineer $35 $80.00 $44.00 8 0 0 $352 $0 $0 $352
Totals 52 0 0 $3,036 $0 $0 $3,036
Overhead @ 125.00% $3,795 $0 $0 $3,795
Subtotals $6,831 $0 $0 $6,831
Fixed Fee @ 15.00% $1,025 $0 $0 $1,025
Direct Expenses (see attached) $1,530 $1,530
Totals $9,386 $0 $0 $9,386
*DBE/HUB Firms
FC 110 FC 164 FC 390 Total
TOTALS- $9,386 $0 $0 $9,386
Maximum Fee for Work Authorization $9,386
Total Fixed Fee for Work Authorization $1,025
ATTACHMENT B
Page 26 of 32
CSJ: 090248-687 Magnolia Ave Area Project FEE SCHEDULE
CTC
MANHOUR ESTIMATE-STAFF
Func. Task Project Project Totals
Code Mana er En ineer
110 TASK 1 -Data Collection
Start-Up Meeting 4 4
Conduct on-site investigation/data collection 8 8
110 ITASK 2-QZ Concept Development
Concept Development 8 8
110 ITASK 3-Project Development
Concept Development/Alternatives Screening 4 4 8
Concept Plans/Estimates 8 4 12
1 .0 ITASK 4-QZ Final Design&Construction
RR Design/Estimate/Agreement Coordination 12 12
TOTAL I 44 8 52
FEE SCHEDULE
Direct Expenses-CTC
Item Quantity Units Rate Total
Office Expenses
Printing
8 1/2"x 11"B/W Paper copies 1,000 Sheet $0.10 = $100.00
8 1/2"x 11"Color paper copies 500 Sheet $0.75 = $375.00
11"x17"Color Copies 500 Sheet $1.10 = $550.00
Mileage(TxDOT allowable mileage rate) 1,000 miles $0.505 = $505.00
SUBTOTAL-FUNCTION CODE 110 = $1,530.00
PERCENTAGE TO ENGINEER= 100% _ $1,530.00
J
ATTACHMENT B
Page 27 of 32
ATTACHMENT B-2
FINAL COST PROPOSAL (FCP)—SUPPORTING BASIS OF PAYMENT
TASK ORDER RELATED
Task Order 4— Sycamore School Road
C SJ: 0902-48-685
A. - Compensation
A.1. In return for the performance of the foregoing obligations, City shall pay to Engineer an
amount not to exceed $24,974.00 for preliminary quiet zone analysis and diagnostic evaluation
and an amount not to exceed $26,316.00 for engineering services related to quiet zone
implementation and construction management, payable according to the following terms:
Monthly billing based on work performed and fee earned, per the fee schedules shown for this
Task Order.
A.2. Compensation for Additional Services (if any) shall be paid by City to Engineer according
to the following terms: As needed, and as negotiated independently.
B. - Owner's Responsibilities
City shall perform and/or provide the following in a timely manner so as not to delay the Services
of Engineer. Unless otherwise provided in this Task Order, City shall bear all costs incident to
compliance with the following:
C. - Other Provisions
The parties agree to the following provisions with respect to this specific Task Order: None.
D. - Fee Schedule: Preliminary Engineering — Quiet Zone Diagnostics/Analysis
FEE SCHEDULE
HNTB
Salary Classification Sala
r Ran e Rate Used Hours Direct Labor
Min Max For Calculations FC 110 FC 150 FC 390 FC 110 FC 150 FC 390 Total
Principal $40 1$90.00 $75.00 0 0 0 $0 $0 $0 $0
Director $35 $80.00 $68.00 0 0 0 $0 $0 $0 $0
En III $20 $45.00 $40.00 0 0 0 $0 $0 $0 $0
Totals 0 0 0 $0 $0 $0 $0
Overhead 9 155.59% $0 $0 $0 $0
Subtotals $0 $0 $0 $0
Fixed Fee P 15.00% $0 $0 $0 $0
Direct Expenses see attached $0 $0
Totals $0 $0 $0 $0
Subconsultant DBE HUB FC 110 FC 130 FC 150 Total
Campbell Technologies Corporation $15,729 $0 $0 $15,729
Gorrondonna x x $0 $2,499 $6,746 $9,245
STL x x $0 $0 $0 $0
Subtotal-Subcontracted Expenses $15,729 $2,499 $6,746 $24,974
`DBE/HUB Firms
FC 110 FC 130 FC 150 Total
TOTALS- $15,729 $2,499 $6,746 $24,974
Maximum Fee for Work Authorization $24,974
Total Fixed Fee for Work Authorization $0
Total DBEIHUB Participation $9,245
DBEIHUB Participation 37.00
^t
ATTACHMENT B
S Page 28 of 32 q -
FEE SCHEDULE
CTC
Salary Classification SalaryRan a Rate Used Hours Direct Labor
Min Max For Calculations FC 110 FC 164 FC 390 FC 110 FC 164 FC 390 Total
Project Manager $35 $70.00 $61.00 40 0 0 $2,440 $0 $0 $2,440
Project Engineer $25 $55.00 $43.00 64 0 0 $2,752 $0 $0 $2,752
Signal Designer $25 $45.00 $40.00 16 0 0 $640 $0 $0 $640
Totals 120 0 0 $5,832 $0 $0 $5,832
Overhead 125.00% $7,290 $0 $0 $7,290
Subtotals $13,122 $0 $0 $13,122
Fixed Fee A 15.00% $1,968 $0 $0 $1,968
Direct Expenses see attached $639 $639
Totals $15,729 $0 $0 $15,729
FC 110 FC 164 FC 390 Total
TOTALS- $15,729 $0 $0 $15,729
Maximum Fee for Work Authorization $15,729
Total Fixed Fee for Work Authorization $1,968
CSJ:0902-48-685-Sycamore School Road Project
CTC
MANHOUR ESTIMATE- STAFF
Func. Task Project Project Signal Totals
Code Manacter En ineer Desi ner
110 ITASK 1-Data Collection
Start-Up Meeting 4 4 8
Review previous work by CFW 2 2 4
Conduct preliminary data collection 8 8
Prepare FRA grade crossing inventory updates 4 4
Conduct on-site investigation/data collection 41 4 1 8
110 ITASK 2-QZ Concept Development
Develop possible alternatives with CFW 4 4 8
Discuss with BNSF/UPRR to determine feasibility 4 4 8
Status Meeting 1 2 2 4
Prepare conceptual plans 4 8 12
Review final preliminary plan with FRA 2 2 4
City Council Presentation 4 4 8
110 ITASK 3-QZ Diagnostic Review
Conduct diagnostic team meetings-BNSF/UPRR corridors 8 4 12
Prepare diagnostic team report 8 8
Status Meeting 2 4 4 8
110 ITASK 4-QZ Final Design
Prepare final layout plans for RR 4 8 12
Prepare PSBE for roadway modifications 0
Secure TxDOT a roval of 30%,60%and final plans 0
Status Meeting 3 21 2 4
TOTAL 1 401 64 16 120
FEE SCHEDULE
Direct Expenses-CTC
Item Quantity Units Rate Total
Office Expenses
Printing
8 1/2"x 11"B/W Paper copies 500 Sheet $0.10 = $50.00
8 1/2"x 11"Color paper copies 250 Sheet $0.75 = $187.50
1 Vx17"Color Copies 250 Sheet $1.10 = $275.00
Travel Expenses
Mileage(TxDOT allowable mileage rate) 250 miles $0.505 = $126.25
SUBTOTAL-FUNCTION CODE 110 = $638.75
PERCENTAGE TO ENGINEER= 100% _ $638.75
ATTACHMENT 6
Page 29 of 32
FEE SCHEDULE
Gorrondona
Salary Classification Salar Range Rate Used Hours Direct Labor
Min Max For Calculations FC 130 FC 150 FC 390 FC 130 FC 150 FC 390 Total
Project Mana er/RPLS $25 $ 33.0E 33.08 0 1 0 0 $33 $0 $33
Tech/RPLS $20 $ 26.25 $ 26.25 0 5 0 $0 $131 $0 $131
2-Man Field Part $25 $ 34.65 $ 34.65 0 40 0 $0 $1,386 $0 $1,386
CADD Tech $10 $ 20.48 $ 20.48 0 32 0 $0 $655 $0 $655
QL"B"Service $49 $ 102.09 $ 102.09 8 0 0 $817 $0 $0 $817
Inspection $20 $ 29.27 $ 29.27 0 0 0 $0 $0 $0 $0
Totals 8 1 78 1 0 $817 $2,206 $0 $3,022
Overhead A 166.00% $1,356 $3,661 $0 $5,017
Subtotals $2,173 $5,867 $0 $8,039
Fixed Fee& 15.00% $326 1 $880 $0 $1,206
Direct Expenses see attached $0 $0
Totals $2,499 1 $6,747 0 9,245
FC 130 FC 150 FC 390 Total
TOTALS- $2,499 $6,747 $0 $9,245
Maximum Fee for Work Authorization $9,245
Total Fixed Fee for Work Authorization 1,206
CSJ:0902-48-685(Sycamore School Road)
Gorrondona
MANHOUR ESTIMATE-(STAFF)
Func. Project Tech/RPL 2-Man CADD QL"B"
Code Task ManPLSer/R S Field Party Tech Service Totals
150 ITASK 1- ROW Parcel Acquisition Survey
1.)Fstablish horizontal and vertical control for the project 1 1 6 8
2.)Research pi operl}owners 4 4
3.)Locate pzopert coi-neisand establish ro ert-lines and existing ri ght-of-r%.a�lines 1 6 8 15
4.)Topographic surce services 1 20 21
5.)Locate bore hoes as required by the Engineer 1 2 3
6.)Deli,embles 1 20 21
13 TTASK 2-SUE
As requested QL"B"services will be provided 8 8
TOTAL 1 5 34 32 80
E. - Fee Schedule: Engineering Services- QZ Implementation and Construction
Management
FEE SCHEDULE
HNTB
Salary Classification Salary Ran a Rate Used Hours Direct Labor
Min I Max For Calculations FC 110 FC 150 FC 390 FC 110 FC 150 FC 390 Total
Principal $40 $90.00 $75.00 0 0 0 $0 $0 $0 $0
Director $35 $80.00 $70.00 32 0 0 $2,240 $0 $0 $2,240
PM $30 $70.00 $66.00 4 0 0 $264 $0 $0 $264
Project Admin $20 $35.00 $28.00 2 0 0 $56 $0 $0 $56
Sr Des En r $30 $61.00 $55.00 16 0 0 $880 $0 $0 $880
Eng III $20 $45.00 $40.00 56 0 0 $2,240 $0 $0 $2,240
Eng 1 $20 $28.00 $26.00 16 0 0 $416 $0 $0 $416
Tech IV $15 $30.00 $29.00 16 0 0 $464 $0 $0 $464
Totals 142 0 0 $6,560 $0 $0 $6,560
Overhead 155.59% $10,207 $0 $0 $10,207
Subtotals $16,767 $0 $0 $16,767
Fixed Fee 15.00% $2,515 $0 $0 $2,515
Direct Expenses see attached $1,294 $1,294
Totals $20,576 $0 $0 $20,576
Subconsultant DBE HUB FC 110 FC 150 FC 390 Total
Campbell Technologies Corporation $5,740 $0 $0 $5,740
Gorrondonna x x $0 $0 $0 $0
STL x x $0 $0 $0 $0
Subtotal-Subcontracted Expenses $5,740 $0 $0 $5,740
"DBE/HUB Firms
FC 110 FC 150 FC 390 Total
TOTALS- $26,316 $0 $0 $26,316
Maximum Fee for Work Authorization $26,316
Total Fixed Fee for Work Authorization $2,515
ATTACHMENT B
Page 30 of 32
FEE SCHEDULE
HNTB
MANHOUR ESTIMATE-STAFF
fun Task Principai Director PM Project Sr Des Eng III Eng I Tech IV Totals
Admin En r
ITASK 5-QZ Project Coordination/Construction Management
Conduct monthly project review meetings 8 2 10
Review and provide comments on RR plans and estimates 8 4 8 20
Review and provide comments on contractor's construction bids 4 4 8 8 24
Perform construction management and inspection services 4 8 16 28
110 1 ITASK6-QZ implementation
Pre are FRA grade crossinginventoryupdates 4 8 24 36
Assist CFW with preparation of Quiet Zone Notices 8 16 24
TOTAL 1 01 321 41 21 161 561 16 16 142
Direct Expenses-HNTB
Item Quantity Units Rate Total
Office Expenses
Printing
Digital Plotter 50 SF $2.00 = $100.00
11"x17"Mylar 10 Sheet $2.00 = $20.00
8 1/2"x 11"BAN Paper copies 100 Sheet $0.10 = $10.00
11"x17"B/W Paper Copies 50 Sheet $0.25 = $12.50
8 1/2"x 11"Color paper copies 50 Sheet $0.75 = $37.50
11'x17"Color Copies 100 Sheet $1.10 = $110.00
Postage
Standard Postage 50 @ cost $0.39 = $19.50
Express mail 2 @ cost $10.00 = $20.00
Overnight Mail-Letter Size 1 @ cost $20.00 = $20.00
Overnight Mail-Oversized Box 1 @ cost $50.00 = $50.00
Travel Expenses
Mileage(TxDOT allowable mileage rate) 500 miles $0.505 = $252.50
Airfare 1 RT $250.00 = $250.00
Garage Parking($15 daily maximum) 2 days @ $15.00 = $30.00
Lodging($85 daily maximum excluding tax) 2 days @ $85,00 = $170,00
Meals($36 daily maximum) 2 days @ $36.00 = $72.00
Car Rental($60 daily maximum without fuel) 2 days @ $60.00 = $120.00
SUBTOTAL-FUNCTION CODE 110 = $1,294.00
PERCENTAGE TO ENGINEER= 100% = $1,294.00
FEE SCHEDULE
CTC
Salary Classification Sala Ran a Rate Used Hours Direct Labor
Min MaxI For Calculations FC 110 FC 164 FC 390 FC 110 FC 164 FC 390 Total
Project Manager $35 $70.00 1 02 16 0 0 $976 $0 $0 $976
Project Engineer $25 $55.00 $43.00 14 0 0 $602 $0 $0 $602
Signal Designer $25 $45.00 $40.00 16 0 0 $640 $0 $0 $640
Totals 46 0 0 $2,218 $0 $0 $2,218
Overhead 125.00% $2,773 $0 $0 $2,773
Subtotals $4,991 $0 $0 $4,991
Fixed Fee 15.00% $749 $0 $0 $749
Direct Expenses see attached $0 $0
Totals $5,740 $0 $0 $5,740
FC 110 FC 164 FC 390 Total
TOTALS- $5,740 $0 $0 $5,740
Maximum Fee for Work Authorization $5,740
Total Fixed Fee for Work Authorization $749
�. J
ATTACHMENT B.
Page 31 of 32
CSJ: 0902-48-685-Sycamore School Road Project
CTC
MANHOUR ESTIMATE- STAFF
Func. Task Project Project Signal Totals
Code Mana er En ineer Desi ner
110 TASK 5-QZ Project Coordination/Construction Management
Conduct monthly project review meetings 8 8
Review and provide comments on RR plans and estimates 2 4 6
Review and provide comments on contractor's construction bids 4 4
Perform construction management and inspection services 1 1 16 16
110 ITASK 6-QZ Implementation
Prepare FRA grade crossing inventory updates 4 41 8
Assist CFW with preparation of Quiet Zone Notices 21 21 4
TOTAL 1 161 14 16 46
FEE SCHEDULE
Direct Expenses-CTC
Item Quantity Units Rate Total
Office Expenses
Printing
8 1/2"x 11"B/W Paper copies Sheet $0.10 = $0.00
8 1/2"x 11"Color paper copies Sheet $0.75 = $0.00
11"x17"Color Copies Sheet $1.10 = $0.00
Travel Expenses
Mileage(TxDOT allowable mileage rate) miles $0.505 = $0.00
SUBTOTAL-FUNCTION CODE 110 = $0.00
PERCENTAGE TO ENGINEER= 100% _ $0.00
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ATTACHMENT B_
Page 32 of 32
Attachment C
Article III, Terms of Payment, Section A, item 4 is amended to read:
"In the event of a disputed or contested billing, only that portion so contested will be withheld
from payment, and the undisputed portion will be paid. The CITY will exercise
reasonableness in contesting any bill or portion thereof. No interest will accrue on any
contested portion of the billing until mutually resolved. The City will provide written notice to
Engineer of any contested amounts."
Article IV, Section I, Minority and Woman Business Enterprise (M/WBE) Participation, is
amended to read:
"In accord with City of Fort Worth Ordinance No. 15530, 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
commitment to meet that goal. 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. The ENGINEER, as prime provider, must perform at
least 30% of the work."
Article IV, Section K, ENGINEER's Insurance, item 2, sub-item (g) is amended to read:
"Applicable policies shall each be endorsed with a waiver of subrogation in favor of the
CITY as respects the PROJECT. This does not apply to professional liability."
Article V, Section K, Changes, is amended to read:
"The CITY may make or approve changes within the general Scope of Services in this
AGREEMENT which will be in writing and signed by City and Engineer. 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, Section D Termination, is amended to include item (4)to read as:
(4) "ENGINEER shall not be liable for any errors or omissions contained in deliverables which
are incomplete as a result of a suspension or termination where ENGINEER is deprived of
the opportunity to complete ENGINEER's services. ENGINEER will not be responsible for
maintaining copies of any submitted electronic files after acceptance by CITY and shall not
be held liable for completeness or accuracy of the electronic data after the acceptance
thereof."
Article VI, Section F Indemnification, item (1) is amended to read:
"The ENGINEER agrees to indemnify and hold harmless the CITY from any loss, cost, or
expense claimed by third parties for property damage and bodily injury, including death, to the
extent caused solely by the negligence or willful misconduct of the ENGINEER, its
employees, officers, and in connection with the PROJECT."
Article VI, Section K Severability and Survival, is amended to read:
"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 ther provision, and this AGREEMENT shall be construed as if such invalid, illegal,
-ATTACHMENT wl IG
r1
Page 1 of 2 5
or unenforceable provision had never been contained herein. Articles V.F., VI.B., VI.D., VI.F.,
VI.H., VI.I., and VI.J. shall survive termination of this AGREEMENT for any cause."
ATTACHMENT G 11,(
Page 2of2 "
Attachment D—Project Schedule
Task Order 1 — Peach Street Area (PSA)
CSJ: 0902-48-688
CSJ: 0902-48-689
A. - Schedule
Engineer shall perform the Services and deliver the related Documents (if any) according to the
following schedule:
City of Fort Worth, Texas
NCTCOG Railroad Grant Projects - Peach Street Area - CSJ 0902-48-688/689
Project Duration(Shown in Months)
Project Tasks 1 2 3 4 1 5 6 7 1 8 1 9 10 11 112
Start-Up Meeting
Data Collection
Evaluate Existing Conditions
Develop Conceptual Plans
Submission of Conceptual Plans-City Review
Incorporate City comments
Stakeholder meeting(s)
Finalization of Conceptual Plans
Field Survey-Geotechnical Work
Prepare 30%Plan Sets
Submission of Plan Sets-City Review
Incorporate City comments
Prepare 75%Plan Sets,S ecifications,Cost Estimates
Submission of Plan Sets-City Review
Incorporate City comments
Prepare 100%Plan Sets,Specifications,Cost Estimates
Submission of Plan Sets-City Review
Incorporate City comments
Assist CFW with bid package proposal preparation
Assist CFW with project bidding/letting
End Design Phase
f4 VL
Attachment D—Project Schedule
Task Order 2 — Hemphill West
CSJ: 0902-48-686
A. - Schedule
Engineer shall perform the Services and deliver the related Documents(if any) according to the
following schedule:
City of Fort Worth,Texas
NCTCOG Railroad Grant Projects-Hemphill West-CSJ 0902-48-686
Project Duration(Shown in Weeks)
Project Tasks 1 2 3 a 1 5 1 6 7 a 9 10 11 12 24 76 77 78 79 80
Data Collection
Stan-U Meetin
Review revious work b CFW
Conduct preliminary data collection
Prepare FRA grade crossing inventory updates
Conduct on-site investigation/data collection
TASK 2-QZ Concept Development M —_
Develop possigle altematives with CFW
Discuss with BNSF IUPRR to determine feasibility
Conduct site demonstrations of wayside horn
Meet with neighborhood groups and other stakeholders
Public Meeting 1
Status Meeting 1
Prepare conceptual plans
Public Meeting 2
Status Meeting 2
Achieve neighborhood approval of final preliminary plan
Review final preliminary plan with FRA
Prepare for Planning Commission re:closures
City Council Presentation
TASK 3-QZ Diagnostic Review
Conduct diagnostic team meetings-BN FIUPRR corridors
Prepare diagnostic team report
Status Meeting 3 IL
inal Design to
Prepare final layout plans for RR's use in preparing lans,estimates&agreements
Prepare PS&E for roadway modifications
Secure TxDOT approval of 30%,60%and final plans
Status Meeting 4
TA roject CoordinatiorgConstruction Management
Conduct month) ro'ect review meetin s
Review and provide comments on RR plans and estimates
Review and provide comments on contractor's construction bids
Perform construction management and inspection services
mpeme on
Prepare FRA grade crossing inventory updates
Assist CFW with preparation of Quiet Zone Notices
QZ Implemented
ATTACHMENT D, IZ\
Page 2 of 4 j
Attachment D—Project Schedule
Task Order 3— Magnolia Avenue
CSJ: 0902-48-687
A. - Schedule
Engineer shall perform the Services and deliver the related Documents (if any) according to the
following schedule:
City of Fort Worth, Texas
NCTCOG Railroad Grant Projects - Magnolia Avenue -CSJ 0902-48-687
Project Duration(Shown in Months)
Project Tasks 1 2 3 4 5 s 1 7 8 1 9 10 11 12
Start-Up Meeting
Data Collection
Evaluate Existing Conditions
Develo Conce tual Plans
Submission of Conceptual Plans-City Review
Incorporate City comments
Stakeholder meeting(s)
Finalization of Conceptual Plans
Field Survey-Geotechnical Work
Prepare 30%Plan Sets
Submission of Plan Sets-City Review
Incorporate City comments
Prepare 75%Plan Sets,Specifications,Cost Estimates
Submission of Plan Sets-City Review
Incorporate City comments
Prepare 100%Plan Sets,Specifications,Cost Estimates
Submission of Plan Sets-City Review
Incorporate City comments
Assist CFW with bid package proposal preparation
Assist CFW with project bidding/letting
End Desi n Phase
Page 3 of 4-'
•,n
Attachment D—Project Schedule
Task Order 4—Sycamore School Road
CSJ: 0902-48-685
A. - Schedule
Engineer shall perform the Services and deliver the related Documents (if any)according to the
following schedule:
City of Fort Worth,Texas
NCTCOG Railroad Grant Projects-Sycamore School Road-CSJ 0902-48-685
Project Duration(Shown in Weeks)
Project Tasks 1 1 2 1 3 1 4 5 6 7 1 8 1 9 101 22 741 751 76 77 1781
Wilebtlon
Start-Up Meeting
Review previous work by CFW
Conduct preliminary data collection
Prepare FRA grade crossing inventory updates
Conduct on-site investigation/data collection
TASK 2-QZ Concept Development
Develop possible alternatives with CFW
Discuss with nNSF IUPRR to determine feasibility
Status Meeting 1
P are conceptual plans
Review anal reliminary plan with FRA
City Council Presec•:
TASK 3-OZ Diagnostic RoAaw
Conduct di nostic team meetings-13N F UPRR corridors
Prepare dia-oostic team re OR
Status Meet::
F.-In-al Design
Pre re final layout plans for RR's use in preparing plans,estimates&—agreements
Prepare PS&E for roadway modifications
SOWN—.approval of 30%,60%and final plans
Status Meeting 13
TASK 5•UZ Protect Coordination onstruction Management
Conduct monthly project review meetings
Review and provide comments on RR plans and estimates
Review and provide comments on contractor's construction bids
Perform construction management and inspection services
TASK - mplementatton
,Prepare FRA grade crossing inventory updates
Assist CFW with preparation of Quiet Zone Notices
aZ Implemented
ATTACHMENT D
Page 4 of 4 n
Attachment E-Location Map
Task Order 1 - Peach Street Area (PSA)
CSJ: 0902-48-688
CSJ: 0902-48-689
A. - Project Location
I
E 1.
[j�Y$ t•
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Attachment E—Location Map
Task Order 2— Hemphill West
CSJ: 0902-48-686
A. — Project Location
� I I
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287
Attachment E—Location Map
Task Order 3— Magnolia Avenue
CSJ: 0902-48-687
A. — Project Location
I
1
r
r
1R-
Attachment E—Location Map
Task Order 4—Sycamore School Road
CSJ: 0902-48-685
A.— Project Location
4
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s
ATTACNMIENT.E_
C" CARRY
FT, IVDr,"��, TEX,
Page 1 of 2
City of Fort Worth, Texas
Mayor and Council Communication
I Room
COUNCIL ACTION: Approved on 4/22/2008
DATE: Tuesday, April 22, 2008
LOG NAME: 201HNTB REFERENCE NO.: C-22780
SUBJECT:
Authorize Execution of a Professional Services Agreement with HNTB Corporation to Assist with
North Central Texas Council of Governments Railroad Grant Projects
RECOMMENDATION:
It is recommended that the City Council a prize the City Manager to execute an agreement with HNTB
Corporation in the amount of $967,43 assist with North Central Texas Council of Governments
(NCTCOG) Railroad Projects.
DISCUSSION:
In December 2006, (M&C C-21910, G-15544, C-21909, C-21912), Council approved project agreements
with the Texas Department of Transportation (TxDOT)for railroad crossing safety and quiet zone projects at
four groups of railroad crossings collectively known as the NCTCOG Railroad Grant Project. This
engineering services contract is to retain an engineering firm to plan, design, and manage each project
noted below:
1. Peach Street Area Project, 6 crossings
2. Hemphill West Project, 5 crossings
3. Magnolia Avenue Project, 2 crossings
4. Sycamore School Road Project, 2 crossings
In 2003, in a call-for-projects under the NCTCOG Railroad Crossing Reliability Partnership Program, the
Transportation and Public Works department (TPW) submitted thirteen project proposals (MSC G-14128).
As a result, the City of Fort Worth was awarded four of the projects, capturing 61 percent of the program's
total available funds. In the same year, the City of Fort Worth adopted the 2003 Federal Legislative
Program (M&C G-13945) that included earmarking a request for the Peach Street Area Railroad Safety
Improvement Project. In sum, the total dollars for these projects including funds from federal, state, CIP,
BNSF Railway and Union Pacific Railroad total $4,251,966.
The Peach Street Area project is to upgrade area railroad crossings to improve crossing safety and to
deploy a quiet zone. Together both the NCTCOG railroad grant and the Federal Earmark are to solve the
severe access problems caused by stopped trains blocking crossings in the Samuels Avenue/Rock Island
neighborhood. The Hemphill West, Magnolia Avenue, and Sycamore School Road projects are to upgrade
area railroad crossings to improve crossing safety and to deploy quiet zones. Within this effort, each project
will determine the specific improvements, perform the design, and conduct the construction of the
improvements. Based on the original 2003 project grant submission and subsequent approval by the
Regional Transportation Commission, the Federal Highway Administration, TxDOT, and the December
2006 City Council M&C's stated above, the projects are to accomplish improved crossing safety and the
creation of quiet zones. Possible improvements include, but are not limited to, ADA compliant pedestrian
http://apps.cfwnet.org/council_packet(Reports/mc_print.asp 4/23/2008
Page 2 of 2
sidewalks, pedestrian under or overpasses, street closures at railroad crossings, new connector streets to
bypass a closed railroad crossing, barricades and cul-de-sacs at closed streets, new railroad crossing gate
and signal systems, traffic cameras and advanced systems for emergency service notification of blocked
railroad crossings, etc.
For these projects, TPW intends to engage HNTB as a professional engineering consultant to assist with
project management, conduct public meetings, coordinate design and construction with the railroad
companies, prepare railroad and roadway design, prepare project documentation, and conduct construction
oversight. TPW and HNTB will also initiate construction contracts for railroad and roadway projects.
HNTB Corporation is in compliance with the City's M/ BE Ordinance by committing to 23 percent MWBE
participation. The City's goal for this project is 20 percent.
These projects are located in COUNCIL DISTRICTS 6, 8 and 9.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the
Grants Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
GR76 531200 020302156300 $24,974.00
GR76 531200 020302156800 $26,316.00
GR76 531200 020302159300 $74,993.00
GR76 531200 020302159800 $80,643.00
GR76 531200 020302158300 $135,044.00
GR76 531200 020302158800 $119,124.00
GR76 531200 020302157300 $383,487.00
GR76 531200 020302157800 $122,854.00
Submitted for City Manager's Office by- Femando Costa (8042)
Originating Department Head: Greg Simmons (7862)
Additional Information Contact: Russell Wiles (7978)