HomeMy WebLinkAboutContract 40567CITY OF FORT WORTH, TEXAS
STANDARD AGREEMENT FOR ENGINEERING RELATED DESIGN SERVICES
This AGREEMENT is between the City of Fort Worth, a home -rule municipal
corporation situated in Tarrant, Denton, Parker and Wise Counties, Texas (the "CITY"), and
Dannenbaum Engineering Corporation, (the "ENGINEER"), for a PROJECT generally
described as: Shiver Road.
Article I
Scope of Services
A. The Scope of Services is set forth in Attachment A.
Article II
Compensation
A. The ENGINEER's compensation is set forth in Attachment B.
Article III
Terms of Payment
Payments to the ENGINEER will be made as follows:
A. Invoice and Payment
(1) The Engineer shall provide the City sufficient documentation, including but not
limited to meeting the requirements set forth in Attachment D to this
AGREEMENT, to reasonably substantiate the invoices.
(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
City of Fort Worth, Texas
Standard Agreement for Engineering Related Design Services
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FT. WORTH � ,�
paid in full. In the event of suspension of services, the ENGINEER shall have
no liability to CITY for delays or damages caused the CITY because of such
suspension of services.
Article IV
Obligations of the Engineer
Amendments to Article IV, if any, are included in Attachment C.
A. General
The ENGINEER will serve as the CITY's professional engineering
representative under this Agreement, providing professional engineering
consultation and advice and furnishing customary services incidental thereto.
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.
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D. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the original drawings of all plans in ink
on reproducible mylar sheets and electronic files in .pdf format, or as otherwise
approved by CITY, which shall become the property of the CITY. CITY may
use such drawings in any manner it desires; provided, however, that the
ENGINEER shall not be liable for the use of such drawings for any project other
than the PROJECT described herein.
E. Engineer's Personnel at Construction Site
(1) The presence or duties of the ENGINEER's personnel at a construction site,
whether as on -site representatives or otherwise, do not make the ENGINEER
or its personnel in any way responsible for those duties that belong to the CITY
and/or the CITY's construction contractors or other entities, and do not relieve
the construction contractors or any other entity of their obligations, duties, and
responsibilities, including, but not limited to, all construction methods, means,
techniques, sequences, and procedures necessary for coordinating and
completing all portions of the construction work in accordance with the Contract
Documents and any health or safety precautions required by such construction
work. The ENGINEER and its personnel have no authority to exercise any
control over any construction contractor or other entity or their employees in
connection with their work or any health or safety precautions.
(2) Except to the extent of specific site visits expressly detailed and set forth in
Attachment A, the ENGINEER or its personnel shall have no obligation or
responsibility to visit the construction site to become familiar with the progress
or quality of the completed work on the PROJECT or to determine, in general, if
the work on the PROJECT is being performed in a manner indicating that the
PROJECT, when completed, will be in accordance with the Contract
Documents, nor shall anything in the Contract Documents or the agreement
between CITY and ENGINEER be construed as requiring ENGINEER to make
exhaustive or continuous on -site inspections to discover latent defects in the
work or otherwise check the quality or quantity of the work on the PROJECT. If
the ENGINEER makes on -site observation(s) of a deviation from the Contract
Documents, the ENGINEER shall inform the CITY.
(3) When professional certification of performance or characteristics of materials,
systems or equipment is reasonably required to perform the services set forth
in the Scope of Services, the ENGINEER shall be entitled to rely upon such
certification to establish materials, systems or equipment and performance
criteria to be required in the Contract Documents.
F. Opinions of Probable Cost, Financial Considerations, and Schedules
(1) The ENGINEER shall provide opinions of probable costs based on the
current available information at the time of preparation, in accordance with
Attachment A.
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PMO Official Release Date: 5.19.2010
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(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 is incorporated into the
record drawings.
I. Minority and Woman Business Enterprise (M/V11BE) Participation
In accord with City of Fort Worth Ordinance No. 15530, as amended, the City
has goals for the participation of minority business enterprises and woman
business enterprises in City contracts. Engineer acknowledges the M/WBE
goal established for this contract and its accepted written commitment to
M/WBE participation. Any misrepresentation of facts (other than a negligent
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misrepresentation) and/or the commission of fraud by the Engineer may result
in the termination of this Agreement and debarment from participating in City
contracts for a period of time of not less than three (3) years.
J. Right to Audit
(1) ENGINEER agrees that the CITY shall, until the expiration of five (5) years after
final payment under this contract, have access to and the right to examine and
photocopy any directly pertinent books, documents, papers and records of the
ENGINEER involving transactions relating to this contract. ENGINEER agrees
that the CITY shall have access during normal working hours to all necessary
ENGINEER facilities and shall be provided adequate and appropriate work
space in order to conduct audits in compliance with the provisions of this
section. The CITY shall give ENGINEER reasonable advance notice of
intended audits.
(2) ENGINEER further agrees to include in all its subconsultant agreements
hereunder a provision to the effect that the subconsultant agrees that the CITY
shall, until the expiration of five (5) years after final payment under the
subcontract, have access to and the right to examine and photocopy any
directly pertinent books, documents, papers and records of such subconsultant,
involving transactions to the subcontract, and further, that the CITY shall have
access during normal working hours to all subconsultant facilities, and shall be
provided adequate and appropriate work space, in order to conduct audits in
compliance with the provisions of this article together with subsection (3)
hereof. CITY shall give subconsultant reasonable advance notice of intended
audits.
(3) ENGINEER and subconsultant agree to photocopy such documents as may be
requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost
of copies at the rate published in the Texas Administrative Code in effect as of
the time copying is performed.
K. INSURANCE
(1) ENGINEER'S INSURANCE
a. Commercial General Liability —the ENGINEER shall maintain commercial
general liability (CGL) and, if necessary, commercial umbrella insurance
with a limit of not less than $1,000,000.00 per each occurrence with a
$2,000,000.00 aggregate. If such Commercial General Liability insurance
contains a general aggregate limit, it shall apply separately to this
PROJECT or location.
i. The CITY shall be included as an insured under the CGL, using ISO
additional insured endorsement or a substitute providing equivalent
coverage, and under the commercial umbrella, if any. This
insurance shall apply as primary insurance with respect to any other
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insurance or self-insurance programs afforded to the CITY. The
Commercial General Liability insurance policy shall have no
exclusions by endorsements that would alter or nullify:
premises/operations, products/completed operations, contractual,
personal injury, or advertizing injury, which are normally contained
within the policy, unless the CITY approves such exclusions in
writing.
ii. ENGINEER waives all rights against the CITY and its agents,
officers, directors and employees for recovery of damages to the
extent these damages are covered by the commercial general
liability or commercial umbrella liability insurance maintained in
accordance with this agreement.
b. Business Auto —the ENGINEER shall maintain business auto liability and, if
necessary, commercial umbrella liability insurance with a limit of not less
than $1,000,000 each accident. Such insurance shall cover liability arising
out of "any auto", including owned, hired, and non -owned autos, when said
vehicle is used in the course of the PROJECT. If the engineer owns no
vehicles, coverage for hired or non -owned is acceptable.
i. ENGINEER waives all rights against the CITY and its agents,
officers, directors and employees for recovery of damages to the
extent these damages are covered by the business auto liability or
commercial umbrella liability insurance obtained by ENGINEER
pursuant to this agreement or under any applicable auto physical
damage coverage.
c. Workers' Compensation —ENGINEER shall maintain workers compensation
and employers liability insurance and, if necessary, commercial umbrella
liability insurance with a limit of not less than $100,000.00 each accident for
bodily injury by accident or $100,000.00 each employee for bodily injury by
disease, with $500,000.00 policy limit.
i. ENGINEER waives all rights against the CITY and its agents,
officers,. directors and employees for recovery of damages to the
extent these damages are covered by workers compensation and
employer's liability or commercial umbrella insurance obtained by
ENGINEER pursuant to this agreement.
d. Professional Liability —the ENGINEER shall maintain professional liability, a
claims -made policy, with a minimum of $1,000,000.00 per claim and
aggregate. The policy shall contain a retroactive date prior to the date of the
contract or the first date of services to be performed, whichever is earlier.
Coverage shall be maintained for a period of 5 years following the
completion of the contract. An annual certificate of insurance specifically
referencing this project shall be submitted to the CITY for each year
following completion of the contract.
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PMO Official Release Date: 5.19.2010
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(2) GENERAL INSURANCE REQUIREMENTS
a. Certificates of insurance evidencing that the ENGINEER has obtained all
required insurance shall be delivered to the CITY prior to ENGINEER
proceeding with the PROJECT.
b. Applicable policies shall be endorsed to name the CITY an Additional
Insured thereon, as its interests may appear. The term CITY shall include
its employees, officers, officials, agents, and volunteers as respects the
contracted services.
c. Certificate(s) of insurance shall document that insurance coverage specified
in this agreement are provided under applicable policies documented
thereon.
d. Any failure on part of the CITY to request required insurance documentation
shall not constitute a waiver of the insurance requirements.
e. A minimum of thirty (30) days notice of cancellation or material change in
coverage shall be provided to the CITY. A ten (10) days notice shall be
acceptable in the event of non-payment of premium. 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.
f. Insurers for all policies must be authorized to do business in the State of
Texas and have a minimum rating of AN or greater, in the current A.M.
Best Key Rating Guide or have reasonably equivalent financial strength and
solvency to the satisfaction of Risk Management.
g. Any deductible or self insured retention in excess of $25,000.00 that would
change or alter the requirements herein is subject to approval by the CITY
in writing, if coverage is not provided on a first -dollar basis. The CITY, at it
sole discretion, may consent to alternative coverage maintained through
insurance pools or risk retention groups. Dedicated financial resources or
letters of credit may also be acceptable to the CITY.
h. Applicable policies shall each be endorsed with a waiver of subrogation in
favor of the CITY as respects the PROJECT.
The CITY shall be entitled, upon its request and without incurring expense,
to review the ENGINEER's insurance policies including endorsements
thereto and, at the CITY's discretion; the ENGINEER may be required to
provide proof of insurance premium payments.
j. Lines of coverage, other than Professional Liability, underwritten on a
claims -made basis, shall contain a retroactive date coincident with or prior
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to the date of the contractual agreement. The certificate of insurance shall
state both the retroactive date and that the coverage is claims -made.
k. Coverages, whether written on an occurrence or claims -made basis, shall
be maintained without interruption nor restrictive modification or changes
from date of commencement of the PROJECT until final payment and
termination of any coverage required to be maintained after final payments.
I. The CITY shall not be responsible for the direct payment of any insurance
premiums required by this agreement.
m. Sub consultants and subcontractors to/of the ENGINEER shall be required
by the ENGINEER to maintain the same or reasonably equivalent insurance
coverage as required for the ENGINEER. When sub
consultants/subcontractors maintain insurance coverage, ENGINEER shall
provide CITY with documentation thereof on a certificate of insurance.
L. Independent Consultant
The ENGINEER agrees to perform all services as an independent consultant
and not as a subcontractor, agent, or employee of the CITY.
M. Disclosure
The ENGINEER acknowledges to the CITY that it has made full disclosure in
writing of any existing conflicts of interest or potential conflicts of interest,
including personal financial interest, direct or indirect, in property abutting the
proposed PROJECT and business relationships with abutting property cities.
The ENGINEER further acknowledges that it will make disclosure in writing of
any conflicts of interest that develop subsequent to the signing of this contract
and prior to final payment under the contract.
N. Asbestos or Hazardous Substances
(1) If asbestos or hazardous substances in any form are encountered or
suspected, the ENGINEER will stop its own work in the affected portions of
the PROJECT to permit testing and evaluation.
(2) If asbestos or other hazardous substances are suspected, the CITY may
request the ENGINEER to assist in obtaining the services of a qualified
subcontractor to manage the remediation activities of the PROJECT.
O. Permitting Authorities -Design Changes
If permitting authorities require design changes so as to comply with published
design criteria and/or current engineering practice standards which the
ENGINEER should have been aware of at the time this Agreement was
executed, the ENGINEER shall revise plans and specifications, as required, at
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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.
P. Schedule
ENGINEER shall manage the PROJECT in accordance with the schedule
developed per Attachment D to this AGREEMENT.
Article V
Obligations of the City
Amendments to Article V, if any, are included in Attachment C.
A. City -Furnished Data
ENGINEER may rely upon the accuracy, timeliness, and completeness of the
information provided by the CITY.
B. Access to Facilities and Property
The CITY will make its facilities accessible to the ENGINEER as required for
the ENGINEER's performance of its services. The CITY will perform, at no
cost to the ENGINEER, such tests of equipment, machinery, pipelines, and
other components of the CITY's facilities as may be required in connection with
the ENGINEER's services. The CITY will be responsible for all acts of the
CITY's personnel.
C. Advertisements, Permits, and Access
Unless otherwise agreed to in the Scope of Services, the CITY will obtain,
arrange, and pay for all advertisements for bids; permits and licenses required
by local, state, or federal authorities; and land, easements, rights -of -way, and
access necessary for the ENGINEER's services or PROJECT construction.
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D. Timely Review
The CITY will examine the ENGINEER's studies, reports, sketches, drawings,
specifications, proposals, and other documents; obtain advice of an attorney,
insurance counselor, accountant, auditor, bond and financial advisors, and
other consultants as the CITY deems appropriate; and render in writing
decisions required by the CITY in a timely manner in accordance with the
project schedule prepared in accordance with Attachment D.
E. Prompt Notice
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.
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Only the CITY will be the beneficiary of any undertaking by the
ENGINEER."
(2) This AGREEMENT gives no rights or benefits to anyone other than the CITY
and the ENGINEER and there are no third -party beneficiaries.
(3) The CITY will include in each agreement it enters into with any other entity or
person regarding the PROJECT a provision that such entity or person shall
have no third -party beneficiary rights under this Agreement.
(4) Nothing contained in this section V.H. shall be construed as a waiver of any
right the CITY has to bring a claim against ENGINEER.
I. CITY's Insurance
(1) The CITY may maintain property insurance on certain pre-existing structures
associated with the PROJECT.
(2) The CITY will ensure that Builders Risk/Installation insurance is maintained at
the replacement cost value of the PROJECT. The CITY may provide
ENGINEER a copy of the policy or documentation of such on a certificate of
insurance.
(3) The CITY will specify that the Builders Risk/Installation insurance shall be
comprehensive in coverage appropriate to the PROJECT risks.
J. Litigation Assistance
The Scope of Services does not include costs of the ENGINEER for required or
requested assistance to support, prepare, document, bring, defend, or assist in
litigation undertaken or defended by the CITY. In the event CITY requests such
services of the ENGINEER, this AGREEMENT shall be amended or a separate
agreement will be negotiated between the parties.
K. Changes
The CITY may make or approve changes within the general Scope of Services
in this AGREEMENT. If such changes affect the ENGINEER's cost of or time
required for performance of the services, an equitable adjustment will be made
through an amendment to this AGREEMENT with appropriate CITY approval.
Article VI
General Legal Provisions
Amendments to Article VI, if any, are included in Attachment C.
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PMO Official Release Date: 5.19.2010
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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 that prevent ENGINEER's performance of its
obligations hereunder.
D. Termination
(1) This AGREEMENT may be terminated only by the City for convenience on
30 days' written notice. This AGREEMENT may be terminated by either the
CITY or the ENGINEER for cause if either party fails substantially to perform
through no fault of the other and does not commence correction of such
nonperformance with in 5 days of written notice and diligently complete the
correction thereafter.
(2) If this AGREEMENT is terminated for the convenience of the City, the
ENGINEER will be paid for termination expenses as follows:
a.) Cost of reproduction of partial or complete studies, plans, specifications
or other forms of ENGINEER'S work product;
b.) Out-of-pocket expenses for purchasing electronic data files and other
data storage supplies or services;
c.) The time requirements for the ENGINEER'S personnel to document the
work underway at the time of the CITY'S termination for convenience so
that the work effort is suitable for long time storage.
(3) Prior to proceeding with termination services, the ENGINEER will submit
to the CITY an itemized statement of all termination expenses. The CITY'S
approval will be obtained in writing prior to proceeding with termination
services.
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PMO Official Release Date: 5.19.2010
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E. Suspension, Delay, or Interruption to Work
The CITY may suspend, delay, or interrupt the services of the ENGINEER for
the convenience of the CITY. In the event of such suspension, delay, or
interruption, an equitable adjustment in the PROJECT's schedule, commitment
and cost of the ENGINEER's personnel and subcontractors, and ENGINEER's
compensation will be made.
F. Indemnification
In accordance with Texas Local Government Code Section 271.904, the
ENGINEER shall indemnify, hold harmless, and defend the CITY against
liability for any damage caused by or resulting from an act of negligence,
intentional tort, intellectual property infringement, or failure to pay a
subcontractor or supplier committed by the ENGINEER or ENGINEER's agent,
consultant under contract, or another entity over which the ENGINEER
exercises control.
G. Assignment
Neither party shall assign all or any part of this AGREEMENT without the prior
written consent of the other party.
H. Interpretation
Limitations on liability and indemnities in this AGREEMENT are business
understandings between the parties and shall apply to all the different theories
of recovery, including breach of contract or warranty, tort including negligence,
strict or statutory liability, or any other cause of action, except for willful
misconduct or gross negligence for limitations of liability and sole negligence
for indemnification. Parties mean the CITY and the ENGINEER, and their
officers, employees, agents, and subcontractors.
I. Jurisdiction
The law of the State of Texas shall govern the validity of this AGREEMENT, its
interpretation and performance, and any other claims related to it. The venue
for any litigation related to this AGREEMENT shall be Tarrant County, Texas.
City of Fort Worth, Texas
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PMO Official Release Date: 5.19.2010
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J. Severability and Survival
If any of the provisions contained in this AGREEMENT are held for any reason
to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality,
or unenforceability will not affect any other provision, and this AGREEMENT
shall be construed as if such invalid, illegal, or unenforceable provision had
never been contained herein. Articles V.F., VI.B., VI.D., VI.F., VI.H., and VI.I.
shall survive termination of this AGREEMENT for any cause.
K. Observe and Comply
ENGINEER shall at all times observe and comply with all federal and State
laws and regulations and with all City ordinances and regulations which in any
way affect this AGREEMENT and the work hereunder, and shall observe and
comply with all orders, laws ordinances and regulations which may exist or may
be enacted later by governing bodies having jurisdiction or authority for such
enactment. No plea of misunderstanding or ignorance thereof shall be
considered. ENGINEER agrees to defend, indemnify and hold harmless CITY
and all of its officers, agents and employees from and against all claims or
liability arising out of the violation of any such order, law, ordinance, or
regulation, whether it be by itself or its employees.
City of Fort Worth, Texas
Standard Agreement for Engineering Related Design Services
PMO Official Release Date: 5.19.2010
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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 Agreement for Engineering Services
Attachment D — Project Schedule
Attachment E — Location Map
Executed this the `it�2-ay of , 2010.
ATTEST:
Marty Hendrix
City Secretary
APPROVED AS TO
Assistant
ATTEST:
Attorney
AND LEGALITY
Contract. Authorization
Date
STANDARD ENGINEERING AGREEMENT (REV 10/06/05)
Page 15 of 15
CITY OF
FORT WORTH
Fernando Costa
Assistant City Manager
APPROVAL RECOMMENDED
vvnnam verKest, r.t�
Director, Transportation &
Public Works Department
Dannenbaum Engineering Corporation
ENGINEER
By:
Name: Wayne G. Ahrens
Title: Principal
OFFICiAi
FT. WORTH, TX
ATTACHMENT "A"
General Scope of Services
"Scope of Services set forth herein can only be modified by additions, clarifications, and/or
deletions set forth in the supplemental Scope of Services. In cases of conflict between the
Supplemental Scope of Services and the General Scope of Services, the Supplemental Scope of
Services shall have precedence over the General Scope of Services."
GENERAL
1) Preliminary Conference with City
The Engineer shall attend preliminary conferences with authorized representatives of the
City regarding the scope of project so that the plans and specifications which are to be
developed hereunder by the Engineer will result in providing facilities which are
economical in design and conform to the City's requirements and budgetary constraints.
2) Coordination with Outside Agencies/Public Entities
The Engineer shall coordinate with officials of other outside agencies as may be
necessary for the design of the proposed street, and storm drain and/or water and
wastewater facilities/improvements. It shall be the Engineer's duty hereunder to secure
necessary information from such outside agencies, to meet their requirements.
3) Geotechnicallnvestigations
The Engineer shall advise the City of test borings, and other subsurface investigations that
may be needed. In the event it is determined necessary to make borings or excavate test
holes or pits, the Engineer shall in coordination with the City and the City's geotechnical
engineering consultant, draw up specifications for such testing program. The cost of the
borings or excavations shall be paid for by the City.
4) Agreements and Permits
The Engineer shall complete all forms/applications to allow the City of Fort Worth to obtain
any and all agreements and/or permits normally required for a project of this size and type.
The Engineer will be responsible for negotiating and coordinating to obtain approval of the
agency issuing the agreement and/or permits and will make any revisions necessary to
bring the plans into compliance with the requirements of said agency, including but not
limited to highways, railroads, water authorities, Corps of Engineers and other utilities.
5) Design Changes Relating to Permitting Authorities
If permitting authorities require design changes, the Engineer shall revise the plans and
specifications as required at the Engineers own cost and expense, unless such changes
are required due to changes in the design of the facilities made by the permitting authority.
If such changes are required, the Engineer shall notify the City and an amendment to the
contract shall be made if the Engineer incurs additional cost. If there are unavoidable
delays, a mutually agreeable and reasonable time extension shall be negotiated.
ATTACHMENTA
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Page 1 of 5
6) Plan Submittal
Copies of the original plans shall be provided on reproducible mylar or approved plastic
film sheets, or as otherwise approved by the Department of Engineering and 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; and further provided, that the Engineer shall not
be liable for the consequences of any changes that are made to the drawings or changes
that are made in the implementation of the drawings without the written approval of the
Engineer.
PHASE 1
7) Right -of -Way, Easement and Land Acquisition Needs
The Engineer shall determine the rights -of -way, easement needs for the construction of
the project. Engineer shall determine ownership of such land and furnish the City with the
necessary right-of-way sketches, prepare necessary easement descriptions for acquiring
the rights -of -way and/or easements for the construction of this project. Sketches and
easement descriptions are to be presented in form suitable for direct use by the
Department of Engineering in obtaining rights -of -way, easements, permits and licensing
agreements. All materials shall be furnished on the appropriate City forms in a minimum of
four (4) copies each.
8) Design Survey
The Engineer shall provide necessary field survey for use in the preparation of Plans and
Specifications. The Engineer shall furnish the City certified copies of the field data.
9) Utility Coordination
The Engineer shall coordinate with all utilities, including utilities owned by the City, as to
any proposed utility liens or adjustment to existing utility lines within the project limits. The
information obtained shall be shown on the conceptual plans. The Engineer shall show on
the preliminary and final plans the location of the proposed utility lines, existing utility lines,
based on the information provided by the utility, and any adjustments and/or relocation of
the existing lines within the project limits. The Engineer shall also evaluate the phasing of
the water, wastewater, street and drainage work, and shall submit such evaluation in
writing to the City as part of this phase of the project.
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 2 of 5
10) Conceptual Plans
The Engineer shall furnish four (4) copies of the Phase 1 concept engineering plans which
include layouts, preliminary right-of-way needs and preliminary estimates of probable
construction costs for the Engineer's recommended plan. For all submittals, the Engineer
shall submit plans and documents for street/storm drain and water/wastewater facilities.
The Engineer shall receive written approval of the Phase 1 Plans from the City's project
manager before proceeding with Phase 2.
PHASE 2
11) Design Data
The Engineer shall provide design data, reports, cross -sections, profiles, drainage
calculations, and preliminary estimates of probable construction cost.
12) Preliminary Construction Plans and Technical Specifications
The Engineer shall submit twenty (20) copies of Phase 2 preliminary construction plans
and five (5) copies of the preliminary technical specifications for review by the City and for
submission to utility companies and other agencies for the purposes of coordinating work
with existing and proposed utilities. The preliminary construction plans shall indicate
location of existing/proposed utilities and storm drain lines. The Engineer shall receive
written approval of the Phase 2 plans from the City's project manager before proceeding
with Phase 3.
PHASE 3
13) Final Construction Plans
The Engineer shall furnish five (5) copies of the final construction plans and contract
specifications for review by the City.
14) Detailed Cost Estimate
The Engineer shall furnish four (4) copies of detailed estimates of probable construction
costs for the authorized construction project, which shall include summaries of bid items
and quantities.
15) Plans and Specification Approval
The Engineer shall furnish an original cover mylar for the signatures of authorized City
officials. The Contract Documents shall comply with applicable local, state and federal
laws and with applicable rules and regulations promulgated by local, state and national
boards, bureaus and agencies. The Engineer shall receive written approval of the Phase 3
plans from the City's project manager before proceeding with Phase 4.
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 3 of 5
16) Final Approved Construction Plans
The Engineer shall furnish 5 bound copies of Phase 4 final approved construction plans
and contract specifications. The approved plans and contract specifications shall be used
by the City for file copies. The project will be advertised and bid paperless.
17) Bidding Assistance
The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the
bidding documents, and assist the owner in determining the qualifications and
acceptability of prospective constructors, subcontractors, and suppliers. When substitution
prior to the award of contracts is allowed by the bidding documents, the Engineer will
advise the owner as to the acceptability of alternate materials and equipment proposed by
the prospective constructors.
18) Recommendation of Award
The Engineer shall assist in the tabulation and review of all bids received for the
construction of the project and shall make a recommendation of award to the City.
19) Prebid Conference
The Engineer shall attend the prebid conference and the bid opening, prepare bid
tabulation sheets and provide assistance to the owner in evaluating bids or proposals and
in assembling and awarding contracts for construction, materials, equipment, and
services.
PHASE 5
20) Preconstruction Conference
The Engineer shall attend the preconstruction conference.
21) Construction Survey
The Engineer shall be available to the City on matters concerning the layout of the project
during its construction and will set control points in the field to allow City survey crews to
stake the project. The setting of line and grade stakes and route inspection of construction
will be performed by the City.
22) Site Visits
The Engineer shall visit the project site at appropriate intervals as construction proceeds to
observe and report on the progress and the quality of the executed work.
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 4 of 5
23) Shop Drawing Review
The Engineer shall review shop and erection drawings submitted by the contractor for
compliance with design concepts. The Engineer shall review laboratory, shop, and mill test
reports on materials and equipment.
24) Instructions to Contractor
The Engineer shall provide necessary interpretations and clarifications of contract
documents, review change orders and make recommendations as to the acceptability of
the work, at the request of the City.
25) Differing Site Conditions
The Engineer shall prepare sketches required to resolve problems due to actual field
conditions encountered.
26) Record Drawings
The Engineer shall prepare record drawings from information submitted by the contractor.
ENGINEERING AGREEMENT
JANUARY 1, 2005
Page 5 of 5
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
DESIGN SERVICES: PAVING AND/OR DRAINAGE IMPROVEMENTS
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Work under this attachment includes engineering services for paving and/or storm drain
improvements for the following:
Shiver Road Paving Improvements
City Project No. 01349
SUMMARY OF IMPROVEMENTS
STREET RECONSTRUCTION
PAVEMENT STORM DRAIN
8" Lime 8" Reinforced 71) Internal 6" Reinforced CURB
STREET COUNCIL Stabilized Concrete Curb Concrete RCP Box Culvert INLET
NAME DISTRICT Subgrade Pavement (LF) Driveway (LF) (LF) (EA)
SY(Sy) Approach SF
CITY PROJECT No. 00000
Shiver
Meridian to 2 3,500 31400 1,600 0 0 0 0
11500 LF West
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
PART A —PRE-ENGINEERING
1. Initial Data Collection
a. Pre -Design Coordination Meetings
ENGINEER will attend and document meetings, as required, to discuss and
coordinate various aspects of the project and to ensure that the project stays on
schedule. For purposes of establishing a level of comfort, two (2) meetings are
anticipated. These include the following:
One (1) pre -design kick-off meeting, (including ALL departments that are
impacted by the project).
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One (1) review meeting at completion of the City's review of the conceptual
engineering plans.
b. Data Collection
In addition to data obtained from the City, ENGINEER will research and make
efforts to obtain pertinent information to aid in coordination of the proposed
improvements with any planned future improvements that may influence the
project. ENGINEER will also identify and seek to obtain data for existing conditions
that may impact the project including; utilities, City Master plans, CITY drainage
complaint files, existing applicable drainage studies and property ownership as
available from the Tax Assessor's office.
c. Coordination with Other Agencies
During the concept phase the ENGINEER shall coordinate with all utilities,
including utilities owned by the City, TxDOT and railroads. These entities shall also
be contacted if applicable, to determine plans for any proposed facilities or
adjustment to existing facilities within the project limits. The information obtained
shall be shown on the concept plans. The ENGINEER shall show the location of
the proposed utility lines, existing utility lines and any adjustments and/or relocation
of the existing lines within the project limits. ENGINEER shall complete all forms
necessary for City to obtain permit letters from TxDOT and railroads and submit
such forms to the City. City shall be responsible for forwarding the forms to the
affected agencies for execution.
2. Schedule Submittal and Monthly Progress Report
The ENGINEER shall submit a project schedule after the design contract is fully
executed. The schedule shall be updated and submitted to the CITY along with
monthly progress reports as required under Attachment B of the contract.
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PART B - CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
Surveys for Design
a. ENGINEER will perform field surveys to collect horizontal and vertical
elevations and other information needed by ENGINEER in design and
preparation of plans for the project. Information gathered during the survey
shall include topographic data, elevations of all sanitary and adjacent storm
sewers, rim/invert elevations, location of buried utilities, structures, and
other features relevant to the final plan sheets. Existing drainage at
intersections will be verified by field surveys. Spot elevations will be shown
on intersection layouts with cross slope to fit intersecting grade lines.
The minimum survey information to be provided on the plans shall include
the following:
1. A Project Control Sheet, showing ALL Control Points, used or set
while gathering data. Generally on a scale of not less than 1:400:
2. The following information about each Control Point;
a. Identified (Existing. City Monument #8901, PK Nail,
5/8" Iron Rod)
b. X, Y and Z Coordinates, in an identified coordinate
system, and a referred bearing base. Z coordinate on
City Datum only.
c. Descriptive Location (Ex. Set in the centerline of the
inlet in the South curb line of North Side Drive at the
East end of radius at the Southeast corner of North
Side Drive and North Main Street),
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ii
3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in
the same coordinate system, as the Control.
4. No less than two horizontal bench marks, per line or location.
5. Bearings given on all proposed centerlines, or baselines.
6. Station equations relating utilities to paving, when appropriate.
Public Notification and Personnel/Vehicle Identification
a. Residential notification is required for field surveys on this project, outs will will be prepared for approval by CITY T/PW staff. The mail out shall
be on company letter head and shall include the project name, study
limits, DOE project no., brief description of the project, and consultant's
project manager name and telephone number.
-O R-
If Right of Entry acquisition is required for field surveys or other work on
this project, mail -outs will be prepared for approval by CITY T/PW staff.
The mail out shall be on company letter head and shall include the
project name, study limits, DOE project no., brief description of the
project, and consultant's project manager name and telephone number
and a place for the property owner to sign giving permission to access
the property.
b. When conducting site visits to the project location, the ENGINEER or any
of its sub -consultants shall carry readily visible information identifying the
name of the company and the company representative.
Drainage Computations
ENGINEER will review and document the storm water watershed drainage runoff
aI ea and existing street, right-of-way and storm sewer capacities for the subject
site. A drainage area map will be drawn at 1" = 200' scale from available contour
maps. Calculations regarding street and right-of-way capacities and design
discharges (5-year and 100-year frequencies) at selected critical locations will be
provided. Capacities of existing storm drain will be calculated and shown. The
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ENGINEER's responsibility includes recommendations for improvements of the
existing system as deemed reasonable and consistent with City standards. All
calculations and design shall conform to the City of Fort Worth Storm Water
Management Design Manual, March 2006.
iv. Conceptual Engineering Plan Submittal
a. Conceptual plans shall be submitted to City 80 days after Notice to
Proceed Letter is issued.
b. The ENGINEER shall furnish four (4) copies of the concept engineering
plans which include layouts, preliminary right-of-way needs and cost
estimates for the ENGINEER's recommended plan. The ENGINEER shall
also evaluate the phasing of the water, sanitary sewer, street and drainage
work, and shall submit such evaluation in writing to the City as a part of the
concept phase of the project.
2. Preliminary Engineering
Upon approval of Part B, Paragraph IV, ENGINEER will prepare construction plans as
follows:
a. Drainage area maps with drainage calculations and hydraulic
computations. Information shown on the plans will be consistent with Part
A, Paragraph 1.b. for proposed condition.
b. Preliminary project plans and profile sheets which will show the following
and shall be on 22 x 34 sheets:
Property Ownership
Curb Lines
Driveways
Medians (if applicable)
Sidewalks
Existing and proposed water and sanitary sewer mains.
c. Proposed roadway profile grades and elevations along each curb line;
elevations at all p.v.i.'s; p.i's half stations; high and low points; vertical curve
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information; and pertinent AASHTO calculations. Profiles for existing curbs
(if any) and existing ground at the left and right-of-way lines shall be shown.
Existing found property corners (e.g. Iron pins), along the existing right-of-
way shall be shown on the plans. Profiles for existing and proposed storm
drain mains and leads shall be provided.
d. Existing utilities and utility easements will be shown on the roadway plan
and profile sheets. ENGINEER will coordinate with utility companies and
the City of Fort Worth to ascertain what, if any, future improvements are
planned that may impact the project.
e. Preliminary roadway cross -sections will be developed, from the survey
notes, at intervals not -to -exceed 50 foot along the project length and will
extend 10' past the right of way line on both sides of the street. Additional
cross -sections at important features including driveways, p.i.'s of
intersecting streets, (minimum distance of 100' along cross -street at each
P.I.) walks, retaining walls, etc., will also be provided. Profiles of centerline
of driveways will also be provided where necessary. Scale will be 1" = 10'
horizontal and 1" = 2' vertical.
f. Street and intersection layouts.
g. Proposed plan/profile sheets will conform to City of Fort Worth construction
legend. Adequate horizontal and vertical control shall be provided on the
plan sheets to locate all proposed and existing facilities. Legal descriptions
(Lot Nos., Block Nos., and Addition Names) along with property ownership
shall be provided on the plan view.
h. Geotechnical Investigation/Pavement Design
The ENGINEER shall prepare a detailed geotechnical engineering study
and pavement design in conformance with the City of Fort Worth Pavement
Design Standards Manual, 2005,
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i. Right -of -Way Research
The ENGINEER will conduct preliminary research for availability of existing
easements where open -cut construction or relocation of existing
alignments is probable. Temporary and permanent easements will be
appropriated based on available information and recommendations will be
made for approval by the City.
j. Right-of-way/Easement Preparation and Submittal
Preparation and submittal of right-of-way, easements and rights -of -entry
will be in conformance with "Submittal of Information to Real Property
Division for Acquisition of Property".
k. Utility Clearance Phase
The ENGINEER will consult with the City's Transportation and Public
Works Department, Water Department, and other CITY departments,
public utilities, private utilities, private utilities and government agencies to
determine the approximate location of above and underground utilities,
and other facilities that have an impact or influence on the project.
ENGINEER will design City facilities to avoid or minimize conflicts with
existing utilities.
The ENGINEER shall deliver a minimum of 13 sets of approved preliminary
construction plans to the City's Utility Coordinator for forwarding to all utility
companies, which have facilities within the limits of the project.
I. Preliminary Construction Plan Submittal
i. Preliminary construction plans and specifications shall be submitted
to CITY 80 days after approval of Part B, Paragraph IV.
ii. The ENGINEER shall deliver two (2) sets of preliminary
construction plans and two (2) specifications to CITY for review.
Generally, plan sheets shall be organized as follows:
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Cover Sheet
General Layout and Legend Sheet
Drainage Area Map and Computations
Plan & Profile Sheets
Preliminary Cross Sections
Standard Construction Details
Special Details (If applicable)
iii. The ENGINEER shall submit a preliminary estimate of probable
construction cost with the preliminary plans submitted. Engineer
shall assist City in selecting the feasible and or economical
solutions to be pursued.
m. Review Meetings with City
The ENGINEER shall meet with CITY to discuss review comments for
preliminary submittal. The CITY shall direct the ENGINEER in writing to
proceed with Final Design for Final Review.
n. Public Meeting
After the preliminary plans have been reviewed and approved by the City,
the ENGINEER shall prepare project exhibits, provide the CITY with the
database listing the names and addresses of all residents and business to
be affected by the proposed project, and attend public meeting to help
explain the proposed project to residents. The CITY shall select a suitable
location and mail the invitation letters to the affected customers.
o. Storm Water Pollution Prevention Plan (SWPPP)
For projects that disturb an area greater than one (1) acre, ENGINEER
will prepare the Storm Water Pollution Prevention Plan (SWPPP)
required for the project for use by the Contractor during construction.
Engineer will prepare drawings and details for proposed SWPPP
improvement that the Contractor must use during construction.
Contractor will be responsible for filing the SWPPP with appropriate
regulatory agencies.
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p. Traffic Control Plan
The ENGINEER may utilize standard traffic reroute configurations posted
as "Typicals" on the City's Buzzsaw website. The typicals need not be
sealed individually if included in the sealed contract documents.
In the event that the "typicals"(as described above) cannot be utilized on
the project, the ENGINEER shall prepare a signed and sealed Traffic
Control Plan for review and approval by the Traffic Division of the
Transportation and Public Works Department .
3. Final Construction Plan Submittal
a. Final Construction Documents shall be submitted to CITY 40 days after
approval of Part B, Paragraph 2 (b).
Following CITY approval of the recommended improvements, the
ENGINEER shall prepare final plans and specifications and contract
documents to CITY (each plan sheet shall be stamped, dated, and signed by
the ENGINEER registered in State of Texas) and submit two (2) sets of
plans and construction contract documents within 15 days of CITY's final
approval. Plan sets shall be used for Part C activities.
b. ENGINEER's Estimate of Probable Construction Cost
The ENGINEER shall submit a final estimate of probable construction cost
with the final plans submitted.
c. Furnish as a function of final plans, two (2) copies of the final cross -
sections on 22 x 34 sheets. Information on these sheets will include
centerline station, profile grades and centerline elevations, roadway section
(existing and proposed), right-of-way limits. Scale will be 1" = 20' horizontal
and 1" = 2' vertical with cross sections plotted with stationing from the
bottom of the sheet, and will include laterals and inlets. CITY policy with
regard to parking design shall be maintained. Excavation and embankment
volumes and end area computations shall also be provided.
d. Mylar Submittals
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The ENGINEER shall submit a final set of mylar drawings for record
storage as follows:
1. Street and storm drain plans shall VOUubmitted as one set
of plans. Street and storm drain plans shall be separate
from water and sanitary sewer plans. All sheets shall be
standard size (22" x 34") with all project numbers (TPW and
water/sanitary sewer) prominently displayed.
2. For projects where water/sanitary sewer improvements
occur on a TPW Department funded project with no Water
funding involved, a separate set of mylars with cover sheet
shall be submitted for Water Department.
3. Signed plans sets shall also be submitted as an Adobe
Acrobat PDF format (version 6.0 or higher) file. There
shall be one (1) PDF file for the TPW plan set and a
separate PDF file for the Water plan set. Each PDF file
shall contain all associated sheets of the particular plan set.
Singular PDF files for each sheet of a plan set will not
be accepted. PDF files shall conform to naming
conventions as follows:
I. TPW file name example — "W-1956_org47.pdf"
where "WA956" is the assigned file number
obtained from the City of Fort Worth, "_org"
designating the file is of an original plan set, "47"
shall be the total number of sheets in this file.
Example: W-0053_org3.pdf and K-0320_org5.pdf
II. Water and Sewer file name example — "X-
35667_org36.pdf" where "X-35667" is the
assigned file number obtained from the City of Fort
Worth, "_org" designating the file is of an original
plan set, "36" shall be the total number of sheets in
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this file.
Example: X-12755_org18.pdf
Both PDF files shall be submitted on one (1) Compact Disk, which will
become property of and remain with the City of Fort Worth. Floppy disks,
zip disks, e-mail flash media will not be accepted.
4. For information on the proper manner to submit PDF files
and to obtain a file number for the project, contact the
Department of Transportation and Public Works Vault at
telephone number (817) 392-8426. File numbers will not be
issued to a project unless the appropriate project numbers
and fund codes have been assigned and are in the
Department of Transportation and Public Works database.
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ATTACHMENT "B"
COMPENSATION AND SCHEDULE
SHIVER ROAD PAVING IMPROVEMENTS
CITY PROJECT NO. 01349
I. Compensation:
A. The Engineer shall be compensated a total lump sum fee of $ 62,501.00
as summarized in Exhibit "13-313". Payment of the total lump sum fee
shall be considered full compensation for the services described in Exhibit
"A- I" and Exhibit "A-2" for all labor materials, supplies and equipment
necessary to complete the project.
B. The Engineer shall be paid monthly as described in Exhibit "B-1",
Section 1 — Method of Payment.
Each Invoice is to be verified as to its accuracy and compliance with the
terms of this contract by an officer of the Engineer.
II. Schedule:
A. Phases 1 and 2 shall be completed 180 days after the "Notice to Proceed"
letter is issued.
The Scope of Services is outlined in Attachment "A", Exhibit "A-1"and
Exhibit "A-2".
G:\1210\4473-01\Admin\Agreement\4473-01 Shiver ATTACH B 02-25-09.doc
EXHIBIT "1:5-1"
(SUPPLEMENTAL TO ATTACHMENT B)
METHOD OF PAYMENT
SHIVER ROAD PAVING IMPROVEMENTS
CITY PROJECT NO. 01349
I. Method of Payment
Partial payment shall be made to the Engineer monthly upon City's approval of an
invoice from the Engineer outlining the estimated current percent complete of the
total project.
The aggregate of such monthly partial fee payments shall not exceed the following:
Until satisfactory completion of Exhibit "A-1", Conceptual Engineering plan
submittal and approval by the City, a sum not to exceed 30 percent of the total lump
sum fee.
Until satisfactory completion of Exhibit "A-1", Preliminary Construction Plan
submittal to City, a sum not to exceed 60 percent of the total lump sum fee, less
previous payments.
Until satisfactory completion of Exhibit "A-1", Final Construction plan submittal and
approval by the city, a sum not to exceed 90 percent of the total lump sum fee, less
previous payments.
The balance of the earnings, less previous payments, shall be payable after the bid
opening for the project has been established.
II. Progress Reports
A. The Engineer shall submit to the designated representative of Director of the
Transportation and Public Works Department monthly progress reports
covering all phases of design by the 15t" of every month in the format
required by the City.
B. If the Engineer determines in the course of making design drawings and
specifications that the construction cost estimate of $ 361,300.00 (as
estimated on Exhibit B-4) will be exceeded, whether by change in the scope
of the project, increased costs or other conditions, the Engineer shall
immediately report such fact to the City's Director of the Transportation and
Public Works Department and, if so instructed by Director, shall suspend all
work hereunder.
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EXHIBIT B-2
(SUPPLEMENT TO ATTACHMENT B)
HOURLY RATE SCHEDULE
SHIVER ROAD PAVING IMPROVEMENTS
CITY PROJECT NO, 01349
Employee Classification Rate/Hour
Principal $350.00
Project Manager/Planner $190.00
Senior Engineer/QA-QC $190.00
RPLS $120.00
Project Engineer• $130.00
Design Tech. $95.00
CADD Tech. $ 75.00
Clerical $ 65.00
2-Man Survey Crew $100.00
3-Man Survey Crew $120.00
4-Man Survey Crew $150.00
Reimbursables Cost + 10%
Mileage $0.55 Per Mile
Reps°oduction work will be at current commercial razes. Subcontractors will be paid for at actual
invoice cost plus ten percent (10%).
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EXHIBIT "B-3A"
SUMMARY OF TOTAL PROJECT FEES
SHIVER ROAD PAVING IMPROVEMENTS
CITY PROJECT NO. 01349
A-1 Design Pavement Improvements
A-2 Sanitary Sewer Design
A-2 Water Design
TOTAL
CITY M/WBE GOAL = 26%
ANA Consultants
ANA Consultants
ANA Consultants
Mas-Tek &Associates, Inc.
TOTAL
F
$ 62,501.00 $ 12,750.00 20.4
$ 0.00 $ 0.00 0.0
$ 0.00 $ 0.00 0.0
$ 625501.00 $ 125750000 2004
Field Survey $ 5,500.00 8.8
Traffic Control $ 35000.00 4.8
SW3P $ 15000600 L6
Geotechnical $ 35250.00 5.2
$ 12,750.00 20.4
Pro osed Non-M/WBE Sub -Consultants
Kimley-Horn & Associates, Inc. Illumination Plans $ 7,500.00 12.0
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EXHIBIT "B-315"
FEE SUMMARY
SHIVER ROAD PAVING IMPROVEMENTS
CITY PROJECT NO. 01349
SHIVER ROAD
***PAVING AND STORM DRAINAGE***
OPINION OF PROBABLE CONSTRUCTION COSTS $ 361,300.00
ENGINEERING DESIGN (DEC) $ 40,313.00
DESIGN SURVEY (ANA) $ 55500.00
EROSION CONTROL PLANS & SW3P (ANA) $ 1,000.00
GEOTECHNICAL INVESTIGATION / REPORT (MAS-TEK) $ 3,250.00
TRAFFIC CONTROL PLANS (ANA) $ 35000.00
ILLUMINATION PLANS (KIMLEY-HORN) $ 7,500.00
REPRODUCTION $ 549.00
MYLAR PRODUCTION $ 52.00
PDF PREPARATION $ 62.00
TOTAL PAVING & STORM DRAINAGE $ 61,226.00
10%FOR SUB $ 12,750.00 $ 1,275.00
TOTAL FEE $ 62,501.00
***TOTAL DESIGN COST (WATER, SEWER, PAVING &STORM DRAINAGE)***
WATER DESIGN FEE $ -
SEWER DESIGN FEE $ -
PAVING & STORM DRAINAGE DESIGN FEE $ 62,501.00
GRAND TOTAL $ 62,501.00
G:\1Z10\4473-01\Admin\Agreement\4473-01 Shiver EXHIBIT B-3B OZ-ZS-09x1s
(INCLUDE THE FOLLOWING ON EXHIBIT "B-313")
SUMMARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE)
A. SUMMARY OF TOTAL FEE
SERVICE DESCRIPTION
WATER
SEWER
PAVING
TOTAL
ENGINEERING SERVICES
$ -
$ -
$ 57,001.00
$ 57,001.00
SURVEYING SERVICES
$ -
$ -
$ 53500.00
$ 5,500.00
TOTAL
$ -
Is - $ 62,501.00 $ 62,501.00
B. BREAKDOWN OF WATER SEWER AND PAVING FEES (LESS SURVEY FEES)
1. Total Water Fee (less survey fee) Breakdown by Concept, Preliminary, and Final Design
a. Concept (30%) = (Total Water Fee — Water Survey Fee) x (0.3) _ $ -
b. Preliminary (60%) _ (Total Water Fee — Water Survey Fee) x (0.6) _ $ -
c. Final (10%) = (Total Water Fee —Water Survey Fee) x (0.1) _ $ -
2. Total Sewer Fee (less survey fee) Breakdown by Concept, Preliminary, and Final Design
a. Concept (30%) = (Total Sewer Fee — Water Survey Fee) x (0.3) _ $ -
b. Preliminary (60%) = (Total Sewer Fee — Water Survey Fee) x (0.6) _ $ -
c. Preliminary (60%) = (Total Sewer Fee — Water Survey Fee) x (0.6) _ $ -
3. Total Paving Fee (less survey fee) Breakdown by Concept, Preliminary, and Final Design
a. Concept (30%) = (Total Sewer Fee — Water Survey Fee) x (0.3) _ $ 175100.00
b. Preliminary (60%) = (Total Sewer Fee — Water Survey Fee) x (0.6) _ $ 34,201900
c. Final (10%) = (Total Sewer Fee —Water Survey Fee) x (0.1) _ $ 5,700.00
B-3B(1)
EXHIBIT "B-X
City Project No. 01349
BREAKDOWN FOR REPRODUCTION FEE AND ADDITIONAL SERVICES FEE
FOR:
SHIVER WHITE ROAD - CITYPROJECT No. 01349:
PAVING AND STORM DRAIN
REPRODUCTION FEE TOTAL = $ 549.00
8 Sets of Plans (Review) (8 sets x $19.50/set) _ $ 156
14 Sets of Plans (Utility Clearance) (14 sets x $19.50/set) _ $ 273
8 Sets of Specs (50 sets x $15/set) _ $ 120
MYLAR PRINTING / .PDF PREPARATION TOTAL = $ 114.00
Mylar Printing (13 sheets x $4/sheet) _ $ 52
.pdf Preparation (13 sheets x $4/sheet + $10) _ $ 62
B3C-1
G:\1210\4473-01WdminWgreement\4473-01 Shiver EXHIBIT B-3C 02-25-09.doc
EXHIBIT "B-4"
OPINION OF PROBABLE COST SUMMARY
SHIVER ROAD PAVING IMPROVEMENTS
CITY PROJECT NO. 01349
SHIVER WHITE ROAD —CITY PROJECT No. 01349:
Water $ 0.00
Sewer $ 0.00
Paving & Drainage $ 361,300.00
TOTAL $ 361,300.00
G:\1210\4473-01\Adtnin\Agreetnent\4473-01 Shiver EXHIBIT B-4 02-25-09.doc
Dannenbaum Engineering Corporation
ENGINEER'S PRE -DESIGN OPINION W= CONSTRUCTION COST
PROJECT NAME: Shiver Road Improvements
Project Manager: Wilma Smith, P.E.
Date: February 25, 2009
G:\1210\4473
ITEM
NO.
DESCRIPTION
UNIT
QUANTITY
UNIT
PRICE
TOTAL
AMOUNT
Paving Improvements:
00099
Storm Water Pollution Prevention Plan < than 1 Ac — Install
LS
1
$ 3,000.00
$ 3,000.00
00147
Topsoil — Install
CY
180
16.50
2,970.00
00181
Traffic Control — Install
LS
1
21500,00
2,500.00
00402
Driveway — Remove
SF
-
1.10
-
00404
Driveway-6 Inch — Install
SF
-
5.00
-
00411
Retaining Wall ~ Install
CY
95
410.00
38,950400
00414
Utility Adjustment — Repair
LS
1
59000.00
53000,00
00424
Curb & Gutter — Remove
LF
-
2.00
-
00453
Pavement-8 Inch ~ Install
SY
31400
38.00
129,200.00
00457
Pavement -Concrete — Remove
SY
225
6.75
1,518.75
00469
Pavement -Silicone Joint Sealant — Install
LF
51500
1.40
71700,00
00471
Pavement -Transition -Min 6 Inch HMAC — Install
TONS
-
92.00
-
00472
Pavement -Unclassified Street Excavation — Remove
CY
12700
15.00
25,500,00
00486
Subgrade-8 Inch -Lime Stabilized — Install
SY
31500
2.50
81750,00
00496
Subgrade-Lime for Stabilization — Install
TONS
70
110.00
71700,00
00504
Sign -Project Designation — Install
EA
2
300.00
600.00
00529
Walk — Remove
SF
100
0.90
90.00
00531
Walk-5 Ft -- Install
SF
71500
4.00
30,000,00
00532
Walk-ADA Wheelchair Ramp — Install
SF
700
4.75
3,325.00
00533
Walk-ADA Wheelchair Ramp — Remove
SF
700
1.10
770.00
00843
Curb-7 Inch — Install
LF
1,600
3.25
51200,00
00972
Light -Roadway Lighting System _ Install
LS
1
40,000,00
40,000400
00848
Meter Box -Adjustment _ Services
EA
-
35.00
-
00849
Manhole -Adjustment — Services
EA
-
350.00
-
Paving Subtotal
$ 312,77175
Contingencies (10%)
31,277.38
Paving Total
$ 344,100.00
Minor Drainage Allowance (5%)
$ 17,200.00
TOTAL PAVING DRAINAGE CONSTRUCTION
$ 361,300.00
-01\Admin\Agreement\4473-01 Shiver Opinion of Cost Concrete 2009-02-25.x1s
ATTACHMENT "C"
CHANGES AND AMENDMENTS TO STANDARD AGREEMENT AND
ATTACHMENT A
SHIVER ROAD PAVING IMPROVEMENTS
CITY PROJECT NO. 01349
NONE
G:\1210\4473-01\Admin\Agreement\4473-Oi Shiver AttachmentCO2-25-09.doc
ATTACHMENT D-1
DESIGN OF STREET CONSTRUCTION
Schedule
City of Fort Worth
Shiver Road Paving Improvements
Project No. 00000
PROJECTED
ACTUAL
ID
Task Name
Duration
Start
Finish
Duration
Start
Finish
1
Notice to Proceed
0 days
12-Ju1-10
4-May-09
2
Topographic Survey
40 days
12-JuI40
2-Sep-10
3
Conceptual Engineering
55 Days
3-Sep-10
15-Nov-10
4
Pre-Desgin Coordination Meeting
0 days
3-Sep40
3-Sep-10
5
Prepare Conceptual Engineering Plans (30%)
40 days
6-Sep-10
28-0ct40
6
30% Concept Plan Submittal
0 days
29-Oct-10
29-Oct-10
7
City of Fort Worth Review
10 days
1-Nov40
11-Nov-10
8
Project Review Meeting
0 days
12-Nov-10
12-Nov40
9
Address City Comments
5 days
13-Nov40
15-Nov-10
16
Preliminary Engineering
95 days
22-Nov-10
11-Apr-10
17
Prepare Preliminary Plans & Specifications (60%)
80 days
22-Nov40
10-Mar-11
18
60% Preliminary Plan Submittal
0 days
11-Mar-11
11-Mar41
19
City of Fort Worth Review
10 days
14-Mar-11
24-Mar41
20
Project Review Meeting
0 days 1
25-Mar41
25-Mar41
21
Address City Comments
5 days
28-Mar-11
5-Apr41
22
R-O-W Document Preparation
10 days
22-Nov40
5-Dec-10
23
R-O-W Acquisition
60 days
6-Dec-10
7-Feb41
24
Submit Plans to Utility Companies
0 days
1-Apr-11
1-Apr-11
25
Neighborhood Meeting
0 days
1-Apr41
1-Apr-11
26
Final Engineering
60 days
11-Apr-10
16-Apr40
27
Prepare 90% Plans & Specifications
40 days
4-Apr-11
26-May-11
28
90% Plan Submittal
0 days
27-May-11
27-May41
29
City of Fort Worth Review
5 days
27-May41
29-May-11
30
Project Review Meeting
0 days
3-Jun-11
3-Jun41
31
Incorporate Final City Comments
10 days
6-Jun-11
20-Jun-11
32
Franchise Utility Relocation
45 days
4-Apr-11
19-May41
33
Submit Final Plans & Specifications (100%)
0 days
17-Jun-11
17-Jun-11
34
Circulate Plans for Signature
5 days
20-Jun-11
20-Jun41
G:\1210\4473-01\Admin\Agreement\4473-01 Shiver D-1 Attachment 02-25-2009.x1s
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SHIVER ROAD
CITY PROJECT No. XXX
ATTACHMENT E
LOCATION MAP
COUNCIL DISTRICT 2
ENGINEERING CORPORATION
Wit CAUP BOI^nE BLVD, STE e00 FT. N9AfH, TX ]6118(lf])]e]8851
APPENDIX "A"
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COHSULTwA lT
t{ 'i
PROJECT NAME
PROJECT No.:
CLIENT:
ADDRESS:
®EC- COF1N Ray Ul►hite Roadway Improvernsnts
08-OXXX
Dannenbaum Engineering Corp.
Brian O'Neil, P.E.
SCOPE OF SERVICES:
See attached Exhibit 'A' for detail Scope of Services.
CnP�IP�t�ISATIQhI�
i 11-Uver Kith
Suite 610
ort zl'crth. I eras 16101
(817) 335-9900
Fax (817) 3354955
ENGINEERING and SURVEYING SERVICES
1.
Ray
White -Traffic
Control Sheet Preparation (Approx. S sheets
$
10,500.00
2.
Ray
White -
Surveying Services (Approx. 2,900 L.F.; Roadway 300 Channel
$
135200.00
3.
Ray White —
$1,500 each
ROW Documents for Property Acquisition (Approx. 4 Parcels -
$
63000.00
4.
Ray
White -
SWPPP
$
65500.00
TOTAL ENGINEERING COMPENSATION:
$
36,200000
TOTAL COMPENSATION: $� 36.200.00 Lump Sum
Additional SERVICES
1.
Shiver Road- T rattic Control jApprox. 2 sheets
$
3,000.00
2,
Shiver Road- Survey Services (Approx. 1,450 L.F.
$
51500000
3.
Shiver Road - SWPPP
$
11000000
TOTAL ENGINEERING COMPENSATION:
$
9,500.00
The engineering design will be provided under the Prime Consultant's coversheet and additional
sheet plans. CLIENT will reimburse A.N.Q.. Consultants €or actual costs associated with all
reproduction/printing services, if services are provided by outside sources an additional amount of
10% shall be added to the cost of these services for A.N.A's administrative cost. Additional services
not covered in this authorization and its attachments will be provided on an hourly basis per Exhibit
'S' unless a negotiated price to perform additional services is agreed to by both parties. Services
covered by this authorization shall be performed in accordance with PROVISIONS stated on the
attached form.
Approved for CLIENT Accepted for A.N.A. Consultants, L.L.C.
By: By.
Mark N. Assaad, F.E.
Title: Title: Vice President
C:IDocumenis and
SettingslmnassaadlDesktopWuthorization-DEC-Ray
White
Road.doc
CLIENT Si,TISFACTION IS OUR EJSII�ESS
r�3 ir_-..+ ..
SCOPE OF SERVICES
for
The following is a SCOPE OF SERVICES will be provided for Dannenbaum Engineering Corp. (the
ENGINEER) by A.N.A. Consultants, L.L.C. (the CONSULTANT). Work under this attachment includes
engineering services for the following project:
• •.
Upon receipt of notice to proceed, the CONSULTANT will perform the following tasks:
Survey
a. �'opographic Survey
Conduct field surveys of roadway right-of-ways, including existing storm water
systems. The Consultant will perform field surveys to collect horizontal and vertical
elevations and other information that will be needed for use in design and
preparation of plans for the PROJECT. ► opographic information gathered during
the survey shall include but not be limited to data, elevations of all sanitary features,
storm sewers features, location of buried utilities (if available), above ground
structures, pavement features, and other above ground features relevant to the
final plan sheets that are readily available at time of notice to proceed (NTP). This
survey will ,include locating individual trees in non -forested areas, and only the
perimeter edges of forested areas. The Consultant will conduct additional surveys
of cross -sections and structural configurations of outfall channels to determine
down -stream tailwater effects on the storm drain system and overland flow paths to
determine potential flooded structures on an as needed basis pending authorization
of additional services by the CITY.
i. Compile data obtained from field survey
1. Input into CADD format for 3D points and associated break lines
2. Triangulation integrated network (TIN).
3. Create one (1) foot Contours.
4. Develop base plan from field survey data illustrating existing
conditions
ii. No less than one control point, per 500 L.F. shall be placed along proposed
alignment, and shall contain the following information:
1. Identification (Existing City Monument #8901, PK Nail, 5/8" Iron Rod)
C.1Documents and SettingslmnassaaMDesktopl4uthorization-DEC-Ray White Road.doc
3
A _.
2. X, Y and Z Coordinates, in an identified coordinate system, and a
referred bearing base.
3. Elevation or Z coordinates shall be on City Datum only.
4. Descriptive Location (Ex. Set in the centerline of the inlet in the South
curb line of North Side Drive at the East end of radius at the
Southeast corner of North Side Drive and North Main Street).
iii. When conducting design survey at any location on the project, the surveyor
shall carry readily visible information identifying the name of the company
and the company representative. All company vehicles shall also be readily
identified.
iv. For PROJECT areas located in alleys or backyards, SURVEYOR will obtain
the following.
1. Obtain permission for surveying through private property. If the
property owner does not grant access to property for survey
purposes, the CITY will provide assistance to gain access.
2. Locate horizontal and vertical alignment of utility lines. Tie
improvements, trees, fences, walls, etc., horizontally along rear lines.
In addition, locate all rear house corners and building corners in
backyards, if required by CITY during the initial project meeting.
b. Right—of-�lVas� Base i�1`iap Preparation for Design ar Study
The SURVEYOR will conduct property research and prepare right-of-way base
maps for design or study purposes of affected and adjacent properties located
within the project limits. The SURVEYOR will prepare the base map based on
property/right-of-way record(s) research and available on -ground property
information (ie. Iron rods, fences, stakes, etc.). The SURVEYOR is not
performing title research on the property, but is expected to research all
available existing property records based on current internet based Tarrant
Appraisal District (TAD) information available at the start of the project. Any
chain of title research, parent tract research, research for easements, right-of-
way takings, easement vacations and abandonment(s), right-of-way vacation(s),
and/or street closures are considered additional services and will be billed on an
hourly basis per rates listed in "Attachment B-2" following approval of the city's
project manager.
c. Right-of-v�aylEasernent Document Preparation
Preparation ofright-of-way and easements will be in conformance with "Submittal of
Information to Real Property for Acquisition of Property and will be performed at
the direction of the CITY staff.
d. Residential Notification or Right -of -Entry for Surveying Purposes
If residential notification is required for field surveys on this project, mail -outs will be
C:1Documents and SettingslmnassaadlDesktoptAuthoiization-DEC-Ray White Road.doc
4
prepared for approval by CITY T/PW staff. The mail out shall be on company letter
head and shall include the project name, study limits, City project no., brief
description of the project, and consultant's project manager name and telephone
number.
-O R-
If Right -of -Entry acquisition is required for field surveys or other work on this
project, mail -outs will be prepared for approval by CITY T/PW staff. The mail out
shall be on company letter head and shall include the project name, study limits,
City project no,, brief description of the project, and consultant's project manager
name and telephone number and a place for the property owner to sign giving
permission to access the property.
C®nstruction Staging/Phasing and Traffic Control Plan preparation
3faging Plans
The submittal typically consists of general notes sheet(s), overview sheet(s), brief staging,
work zone warning sign details, proposed detour(s) if applicable, typical section(s) and
detail(s) for more complex construction issues.
Staging can be placed on overview sheets) or on separate sheet(s),
Below is a list of items the Staging Concept shall identify if applicable. Provide information on
why and where it could be needed:
• Identify the proposed temporary traffic barrier system.
® Temporary pavement
F Temporary shoring
• Temporary Structures
• Structure staging
• Temporary Drainage
• Temporary Signals
• Temporary Signing
• Temporary on -site or off -site detours
• All roadway construction
e ra.ri`ic Cvnfrol p/an Preparaiion
Prepare detailed Traffic Control Plans following approval of preliminary plans {each sheet
shall be stamped, dated, and signed by the CONSULTANT.) based on approved construction
staging plan for approximately 2,650 L.F. of roadway improvements as per the prime
agreement. CONSULTANT's design will include typical TxDOT traffic control and work zone
detail sheets.
The ENGINEER will provide the CONSULTANT with all necessary layout files in CADD format
need to prepare traffic control plan sheets.
The CONSULTANT shall deliver 22"X34" reproducible plan sheets for all necessary submittals
as per the prime agreement.
C Documents and SettingslmnassaadlDesldoplAufhorization-DEC-Ray White Road.doc
5
GXXHIBI T B
Hourly Rate Schedule
Work Title
1
Hourly Rate
Principal
$185000
Controller
$165.00
Senior Associate
$150,00
Engineer/Associate
$125,00
Surveyor/Associate
$125.00
Engineer Intern/Jr. Associate
$95.00
Designer
$90.00
Survey Technician
{
$85.00
2-Man Survey Crew
$125.00
s
GPS Survey Crew
$150000
Specification Writer
'
$60.00
Reproduction
Word Processor / Secretary
$30.00
$38.00
Any ex#ra wor{c that is no# in the Scope of Work, the Consultant fees nrill be based on the above hourly
rates schedule.
C:IDocuments and SettingslmnassaadlDesktoplAuthorizafion-DEC-Ray White Road.doc
KimleymHom
{ and Associates, Inc.
February 91 2009
Tra Electronic Mait
Brian O'I�Teill
Dannenbaum Engineering Corporation
6421 Camp Bowie Blvd.
Fort Worth, Texas 76116-5241
Re: itay Vs'hite and Shiver Illumination Desi�.�n
Fort Worth, Texas
Dear Mr. O'ileill:
1�imley-Horn, and Associates, Inc. 'TzA) is pleased to submit this Letter
Agreement to Dannenbaum Engineering Corporation (Client) to provide
professional services to provide illumination design along Ray White Road and
Shiver Road in the City of Fort)Vorth, Texas. Our project understanding, scope
of services, schedule, and fee are below.
The follov,ring Scope of Services has beezi developed based on; 1) our experience
from previous street lighting design, 21 and discussion with the Client.
Fro;e t Understarxding
Based on discussions ti=*ith the Client, we understand that illu�-nination systems
v,i11 be designed for the foiloring areas:
§ Ray 17Jl.,4te -0 oad — tom North Tarrar_t Parlavay to Shiver Road;
approximately 25Sfl0'.
Shiver Road — approximately 1.5 00' .
Scope oz Services
Task 1 — Illumination Desiar:
ILHA will perform the following sub -tasks:
A. Data Collection. KHA will utilize electronic base map information
provided by the Client.
B. Protect Coordination. YHA will meet with the Cite of Fort Worth to
discuss their design preference for this project. i�A will also meet �vitl'�
the electrical service provider to discuss electrical service locations.
TEL 617 °35 6511
1=PY, Ci7 335 5G7U
5u'te 950
801 Cnerryy slreeL Unit 11
FortYdo91 Texas
76102
f KimleyHorn
_ and Assodaies, Inc.
C. Preliminary Design. xxA will prepare a preliminary median -mounted
illumination system for the project in accordance with applicable local
codes and/or lESNA recommended practices, as recommended by the
City of Fort Worth. The illumination system will be designed using
dual -arm light poles (Ray 7,7hite) and single -arm light poles (Shiver'')
with cobra -head fixtures. The preliminary plans will include the
following.
E Light pole location data;
Foundation details;
Conduit routing;
Conductor sizing; and
Electrical seiwice location(%s).
'three (3) 11" x i7" copies of the prehmina�y plans and associafied
standards will be subr,itted to the Client for nnriew. KHA will meet
with the Client to revievr and discuss comments for the preliminary
design.
D. Final Design.l'�� dill incorporate comments received from the
preliminanr plans and prepare the final plans for inclusion into the
Client's plan set. One (1 } 11" 17" Nfylar set and three (3} 11"
paper sets of the final plans will be submitted to the Client. A list of
quantities and unit prices will also be submitted for the Client's use.
�.d diticnal 5 erF:ces
Any services not specifically prop°ided for in the above scope, as �re11 as an>r
changes in the scope the Client requests in writing, will be considered additiaral
services and will be performed at our then current hourly rates.
fnformution Pre`-ided By Client
Tl-ie electronic base files for the project will be pro�rided by the Client. i�NA
shall be entitled to rely ors the completeness and accuracy of all information
provided by the Client.
Schedule
Task 1 will be completed in a mutually agreed upon schedule,
;ee and Filling
I:HA will perform the services described in Tas?ti l of the Scope of Services for a
Lump sum fee of $2b,504. A breal`dovTn of the lump sum fee by road��ay is
shown below,
rev 02/�9
,. _ KimlevwHorn
and hssodales, ]no,
Ray White Road: 446wS88- A 1.4, ooeo
g Shiver Road: XI, 400
1L rtMAi` �i2JM 8• SiaAMg1}LGECZ
�A�-rQ� 03/031o9
All permitting, application; and similar fees Will be paid directly by the Client.
Pees and expenses will be invoiced monthly based upon the percentage of
services performed as of the invoice date.
We appreciate the opportunity to provide these services to you. Please contact us
if you have any questions.
Very truly }Tours,
;�h���'K�OB.1� Alr� ASSOCf�TES, i�TC.
C. Brian Shamburger; P.E., PTOE
Pro} ect Nil anager
rev 02hv':
}'imley-Horn
and Associates, Inc.
mley-Horn and Associates, Inc.
Standard Rate Sedule
(Hourly Rate)
SeniorPrafessional
Senior Professional II $14G - $185
Professional $80 - �125
Designer �120 - $135
Technical Support $d0 - s 110
Clerical/Administrative. Support s60 - $85
Effective January 1, 20G8
January ou, 2009
Mr. Brian O'Neill, P.E.
Dannenbaum Engineering Co.
6421 Camp Bowie Blvd., Suite 400
Fort Worth, Texas 76116
Re: Proposal for Geotechnical Investigation
Pavement Reconstruction
Of Arterial Streets
Ray White Road and Shiver Road
Fort Worth, Texas
Proposal No. P09-0115E
Mr. O'Neill:
s - e
email: brlan.Onelll"W 42"nenbaum.cOm
Transmitted here}n+ith is our proposal for a geotechnical investigation at the site referenced
above.
;v'SOieCt ReL�UiY�i7i£r9'i�
Pavement reconstruction is to occur along two arterial city streets in Fort V�/orth, i exas as
detailed below.
Two south bound lanes along Ray �Nhite Road will be added from North Tarrant Parkway,
extending north 2700 feet to Shiver Road to achieve a &Kane divided section. Existing culverts
beneath the north bound lanes will be extended beneath the south bound lanes at a major creek
crossing.
Two south bound lanes will be added along Shiver P.oad from Meridian Lane, extending west
1450 feel to a daycare facility to achieve a 4-lane undivided section.
Pavement design is to be performed per the current City of Fort Worth Pavement Design
Standards Manual with the exception that only typical testing needed for pavement design will
be performed as detailed below. Proctor compaction, UU Triaxial tests and CBR tests will not
be performed. CBR correlations will be based on strength, swell and index properties.
3
$a!{inC9 and Utility
A total of 11 borings will be drilled. Six (6) Borings will be drilled to 10' beneath the proposed
roadway and 1 Boring will be drilled to 20' at a creek crossing will be drilled along Ray White
Road. Four (4) borings will be drilled along Shiver Road beneath the proposed roadway. The
boring program proposed will limit the boring spacing to a range of about 450'-to 500'. All
borings are to be staked by MasJek. Due to overhead power lines, a special low mast rig will
be required. Utility clearance coordination with Dig Tess and the City of Fort Worth will be
performed by MasJek. Traffic Control Plans will be submitted by Mas-Tek to the City of Fort
Worth.
132 Sharp Sir2e� Dallas, Texts 75247 R72 709-7384
Pavement Reconstruction 14Ati Btc Engineering
Of Arterial Streets Associates, Inc,
Ray White Road and Shiver Road
Fort Worth, Texas
Proposal No. P09-0115E
January 30, 2009
Page 2
Sct�t�e of lfilorF:
Utility clearance by (vias-Tek with Dig Tess and the City of Fort Worth
Traffic Control Plans will be submitted to City of Ft. Worth
Eleven (11) geotechnical borings will be drilled. This includes ten (10) to 10' depth and
one (1) to 20' depth
Clay soils will be sampled with Shelby Tube samplers. Rock will be augered. Cone
penetration tests in rock and SPT's in sand will not be possible due to the need for a low
mast rig. Due to overhead power lines, a conventional truck mounted rig cannot be
used.
Backfilling borings with sand with the top 2' plugged with sacrete
Geotechnical laboratory testing including Atterberg Limits (PI's), moisture content,
continuous P.P. strength/swell profile, swell testing, sulfates, sieve analysis, unconfined
compression, lime series.
Geotechnical Report with recommended pavement sections including subgrade
stabilization recommendations
Recommendations for roadway reconstruction and culvert construction at a creek
crossing beneath Ray White Road.
1�4TE: Differential soil swell considerations will also be addressed where 2 lanes will be added
to Shiver Road to achieve a 4Aane undivided roadway.
FEE: ;i2,500.00 assuming fihe ln�,destlaatioi,Whlte and Shiver are perfort�resa av
tlIe same tlme, !f tl'e Shlver Road lnvestlgaflon is not perior:med, the fee would br--,
reduced by $3250 (to $8750).
if acceptable, please sign below and fax bacl<. to our office as our authorization to proceed.
Sincerely,
lViasATek Englnee:lreg � Associates, lnc,
Principal Engineer
cc: Kim England
Accepted by:
Signature
Title
Date:
6421 CAMP BOWIE BLVD., SUITE 400 FORT WORTH, TEXAS 76116.5421 (817) 763-8883
Firm: ANA CONSULTANTS, LLC
1701 River Run, Suite 610
Fort Worth, Texas 76107
PROJECT: SHIVER ROAD
PAVING IMPROVEMENTS
Description of Work:
Field Survey
Traffic Control
SW3P
r
.ram V
3fian D. O'Neill, '
)annenbaum Engineering Corporation
Date
Percentage of Participation:
$5,500.00 8.8%
$3,000.00 4.8%
$1,000.00 1.6%
G:\1210\0044-63 CFW ArterialWdminWgreement\SUBS\ANA\Statement of Intent ANA Shiver 2009-03-06.doc
bd21 CAMP BOWIE KVO., Wlc � FORT WORTH iE%AS 7611ESd21 (817) 7MMM
Wall !Ilqhfl I
U1; i
1r1
5132 Sharp Street
Dallas, Texas 7527
PAVING
IMPROVEMENTS
Description of Work:
Geotecluucal
Date
Percentage of Participation:
$ 3,250.00
Mark J. Farrow, P.E.
MasJok Engineering & Associates, Inc.
Datc
G:112101004963 CFW ArteriBl�AdminWgTcement�SUBS1MBsTck�Stetement of intent MasTck Sfiivas 2009-03-06.doc
M&C Review
Page 1 of 2
Official site of the Cily of Fort Worth, Texas
CITY COUNCIL AGENDA
COUNCIL ACTION: Approved on 5/18/2010 -Ord. No. 19151-05-2010 & 19152-05-2010
DATE: 5/18/2010 REFERENCE NO.: '`*C-24230 LOG NAME: 20SHIVER GAP
CODE: C TYPE: CONSENT PUBLIC HEARING: NO
SUBJECT: Authorize an Engineering Agreement in the Amount of $62,501.00 with Dannenbaum
Engineering Corporation for the Design of Shiver Road from Meridian Lane to 1500 Linear
Feet West and Adopt Appropriation Ordinances (COUNCIL DISTRICT 2)
RECOMMENDATION:
It is recommended that the City Council:
1. Adopt the attached appropriation ordinance increasing the estimated receipts and appropriations in
the Future Improvements Project of the Special Assessments Fund in the amount of $62,501.00 from
available funds;
2. Authorize the transfer of $62,501.00 from the Special Assessments Fund to the New Development
Fund;
3. Adopt the attached apprpriation ordinance increasing the estimated receipts and appropriations in
the New Development Fund in the amount of $62,501.00 from available funds; and
4. Authorize the City Manager to execute an Engineering Services Agreement in the amount of
$62,501.00 with Dannenbaum Engineering Corporation for the preparation of engineering design
plans for improvements to Shiver Road from Meridian Lane to 1500 linear feet west.
DISCUSSION:
The scope of this Engineering Agreement includes the paving and storm drain improvements on
Shiver Road as a new four lane divided arterial roadway from Meridian Lane to 1500 linear feet west.
Funds were received from the developer for future improvements to Shiver Road through Community
Facilities Agreement No. 20169 in the amount of $67,036.00. A portion of these funds will be used to
fund this design contract.
Dannenbaum Engineering Corporation has proposed to complete the final design plans and
specifications for a lump sum fee of $62,501.00. City Staff considers this fee to be fair and reasonable
for the scope of services to be performed.
Dannenbaum Engineering Corporation is in compliance with the City's M/WBE Ordinance by
committing to 20 percent M/WBE participation. The City's goal on this project is 15 percent.
This project is located in COUNCIL DISTRICT 2, Mapsco 36B and 36C.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that upon approval of the above
recommendations and adoption of the attached appropriation ordinances that funds will be available
in the current capital budgets, as appropriated, of the Special Assessments Fund and the New
Development Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
FORT WORT11
-�"�``_-
http://www.fortworthgov.org/council�acket/mc review.asp?ID=12070&councildate=5/18/2010 7/6/2010
M&C Review
Page 2 of 2
1)GS94 488100 020941369010
C202 531200 202760134930
2&3
C202 476094 202760134930
1) GS94 538040 020941369010
$62,501.00
$62,501.00
$62,501.00
$62,501.00
Submitted for City Manager's Office b�
Originating Department Head:
Additional Information Contact:
ATTACHMENTS
20SHIVER GAP REC 1.doc
20SHIVER GAP REC 3.doc
Map 20SHIVERGAP.pdf
4) C202 531200 202760134930 $62,501.00
2) GS94 538040 020941369010
Fernando Costa (8476)
William Verkest (7801)
Wilma Smith (8785)
$62,501.00
http://www.fortworthgov.org/council�acket/mcreview. asp?ID=12070&councildate=5/18/2010
7/6/2010
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DETAIL OF PROJECT LOCATION