Contract - Rodriguez Transportation Group - 4/27/2023 ROUND ROCK TEXAS
CITY OF ROUND ROCK
CONTRACT FOR ENGINEERING SERVICES
FIRM: RODRIGUEZ TRANSPORTATION GROUP, INC. ("Engineer")
ADDRESS: 11211 Taylor Draper Lane, Suite 100, Austin, TX 78759
PROJECT: Gattis School Road (Segment 2)
THE STATE OF TEXAS §
COUNTY OF WILLIAMSON §
THI$ CONTRACT FOR ENGINEERING SERVICES ("Contract') is made and entered into on
this the day of , 2023 by and between the CITY OF ROUND ROCK, a Texas home-
rule municipal corporation, whose offices are located at 221 East Main Street, Round Rock, Texas
78664-5299, (hereinafter referred to as "City"), and Engineer, and such Contract is for the purpose of
contracting for professional engineering services.
RECITALS:
WHEREAS, V.T.C.A., Government Code §2254.002(2)(A)(vii) under Subchapter A entitled
"Professional Services Procurement Act" provides for the procurement by municipalities of services of
professional engineers; and
WHEREAS,City and Engineer desire to contract for such professional engineering services; and
WHEREAS, City and Engineer wish to document their agreement concerning the requirements
and respective obligations of the parties;
NOW, THEREFORE, WITNESSETH:
That for and in consideration of the mutual promises contained herein and other good and
valuable considerations, and the covenants and agreements hereinafter contained to be kept and
performed by the respective parties hereto, it is agreed as follows:
Engineering Services Contract Rev. 02/22
0 199.202307;4895-0009-0459 4879-8103-9872;00192831
7jZ-2023 -1 k9 1
CONTRACT DOCUMENTS
The Contract Documents consist of this Contract and any exhibits attached hereto (which
exhibits are hereby incorporated into and made a part of this Contract) and all Supplemental Contracts
(as defined herein in Article 13) which are subsequently issued. These form the entire contract, and all
are as fully a part of this Contract as if attached to this Contract or repeated herein.
ARTICLE 1
CITY SERVICES
City shall perform or provide services as identified in Exhibit A entitled"City Services."
ARTICLE 2
ENGINEERING SERVICES
Engineer shall perform Engineering Services as identified in Exhibit B entitled "Engineering
Services."
Engineer shall perform the Engineering Services in accordance with the Work Schedule as
identified in Exhibit C entitled "Work Schedule." Such Work Schedule shall contain a complete
schedule so that the Engineering Services under this Contract may be accomplished within the specified
time and at the specified cost. The Work Schedule shall provide specific work sequences and definite
review times by City and Engineer of all Engineering Services. Should the review times or Engineering
Services take longer than shown on the Work Schedule, through no fault of Engineer, Engineer may
submit a timely written request for additional time, which shall be subject to the approval of the City
Manager.
ARTICLE 3
CONTRACT TERM
(1) Term. The Engineer is expected to complete the Engineering Services described herein in
accordance with the above described Work Schedule. If Engineer does not perform the Engineering
Services in accordance with the Work Schedule, then City shall have the right to terminate this Contract
as set forth below in Article 20. So long as the City elects not to terminate this Contract, it shall continue
from day to day until such time as the Engineering Services are completed. Any Engineering Services
performed or costs incurred after the date of termination shall not be eligible for reimbursement.
Engineer shall notify City in writing as soon as possible if he/she/it determines, or reasonably
anticipates, that the Engineering Services will not be completed in accordance with the Work Schedule.
(2) Work Schedule. Engineer acknowledges that the Work Schedule is of critical importance,
and agrees to undertake all necessary efforts to expedite the performance of Engineering Services
required herein so that construction of the project will be commenced and completed as scheduled. In
this regard, and subject to adjustments in the Work Schedule as provided in Article 2 herein, Engineer
shall proceed with sufficient qualified personnel and consultants necessary to fully and timely
accomplish all Engineering Services required under this Contract in a professional manner.
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(3) Notice to Proceed. After execution of this Contract, Engineer shall not proceed with
Engineering Services until authorized in writing by City to proceed as provided in Article 7.
ARTICLE 4
COMPENSATION
City shall pay and Engineer agrees to accept the amount shown below as full compensation for
the Engineering Services performed and to be performed under this Contract.
The amount payable under this Contract, without modification of the Contract as provided
herein, is the sum of One Million Two Hundred Thirty-Three Thousand One Hundred Forty-Three and
93/100 Dollars ($1,233,143.93) as shown in Exhibit D. The lump sum amount payable shall be revised
equitably only by written Supplemental Contract in the event of a change in Engineering Services as
authorized by City.
Engineer shall prepare and submit to City monthly progress reports in sufficient detail to support
the progress of the Engineering Services and to support invoices requesting monthly payment. Any
preferred format of City for such monthly progress reports shall be identified in Exhibit B. Satisfactory
progress of Engineering Services shall be an absolute condition of payment.
The fee herein referenced may be adjusted for additional Engineering Services requested and
performed only if approved by written Supplemental Contract.
ARTICLE 5
METHOD OF PAYMENT
Payments to Engineer shall be made while Engineering Services are in progress. Engineer shall
prepare and submit to City, not more frequently than once per month, a progress report as referenced in
Article 4 above. Such progress report shall state the percentage of completion of Engineering Services
accomplished during that billing period and to date. Simultaneous with submission of such progress
report, Engineer shall prepare and submit one (1) original and one (1) copy of a certified invoice in a
form acceptable to City. This submittal shall also include a progress assessment report in a form
acceptable to City.
Progress payments shall be made in proportion to the percentage of completion of Engineering
Services identified in Exhibit D. Progress payments shall be made by City based upon Engineering
Services actually provided and performed. Upon timely receipt and approval of each statement, City
shall make a good faith effort to pay the amount which is due and payable within thirty (30) days. City
reserves the right to withhold payment pending verification of satisfactory Engineering Services
performed. Engineer has the responsibility to submit proof to City, adequate and sufficient in its
determination, that tasks were completed.
The certified statements shall show the total amount earned to the date of submission and shall
show the amount due and payable as of the date of the current statement. Final payment does not relieve
Engineer of the responsibility of correcting any errors and/or omissions resulting from his/her/its
negligence.
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ARTICLE 6
PROMPT PAYMENT POLICY
In accordance with Chapter 2251, V.T.C.A., Texas Goverment Code, payment to Engineer
will be made within thirty (30) days of the day on which the performance of services was complete, or
within thirty (30) days of the day on which City receives a correct invoice for services, whichever is
later. Engineer may charge a late fee (fee shall not be greater than that which is permitted by Texas law)
for payments not made in accordance with this prompt payment policy; however, this policy does not
apply in the event:
A. There is a bona fide dispute between City and Engineer concerning the supplies,
materials, or equipment delivered or the services performed that causes the payment to be
late; or
B. The terms of a federal contract, grant, regulation, or statute prevent City from making a
timely payment with federal funds; or
C. There is a bona fide dispute between Engineer and a subcontractor or between a
subcontractor and its supplier concerning supplies, materials, or equipment delivered or
the Engineering Services performed which causes the payment to be late; or
D. The invoice is not mailed to City in strict accordance with instructions, if any, on the
purchase order,or this Contract or other such contractual agreement.
City shall document to Engineer the issues related to disputed invoices within ten (10) calendar
days of receipt of such invoice. Any non-disputed invoices shall be considered correct and payable per
the terms of Chapter 2251,V.T.C.A.,Texas Government Code.
ARTICLE 7
NOTICE TO PROCEED
The Engineer shall not proceed with any task listed on Exhibit B until the City has issued a
written Notice to Proceed regarding such task. The City shall not be responsible for work performed or
costs incurred by Engineer related to any task for which a Notice to Proceed has not been issued.
ARTICLE 8
PROJECT TEAM
City's Designated Representative for purposes of this Contract is as follows:
Bill Stablein
Project Manager
3400 Sunrise Road
Round Rock, TX 78665
Telephone Number(512) 218-3237
Mobile Number(512)801-4456
Fax Number(512) 218-5563
Email Address bttablein@,roundrocktexas.gov
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City's Designated Representative shall be authorized to act on City's behalf with respect to this
Contract. City or City's Designated Representative shall render decisions in a timely manner pertaining
to documents submitted by Engineer in order to avoid unreasonable delay in the orderly and sequential
progress of Engineering Services.
Engineer's Designated Representative for purposes of this Contract is as follows:
Robert Carrillo, P.E.
Vice-President
11211 Taylor Draper Lane, Suite 100
Austin,TX 78759
Telephone Number(512) 773-2889
Fax Number(512) 231-9133
Email Address rcarrillo(a)rtg-texas.com
ARTICLE 9
PROGRESS EVALUATION
Engineer shall, from time to time during the progress of the Engineering Services, confer with
City at City's election. Engineer shall prepare and present such information as may be pertinent and
necessary, or as may be requested by City, in order for City to evaluate features of the Engineering
Services. At the request of City or Engineer, conferences shall be provided at Engineer's office, the
offices of City, or at other locations designated by City. When requested by City, such conferences shall
also include evaluation of the Engineering Services.
Should City determine that the progress in Engineering Services does not satisfy the Work
Schedule, then City shall review the Work Schedule with Engineer to determine corrective action
required.
Engineer shall promptly advise City in writing of events which have or may have a significant
impact upon the progress of the Engineering Services, including but not limited to the following:
(1) Problems, delays, adverse conditions which may materially affect the ability to meet the
objectives of the Work Schedule, or preclude the attainment of project Engineering Services
units by established time periods; and such disclosure shall be accompanied by statement of
actions taken or contemplated, and City assistance needed to resolve the situation, if any;
and
(2) Favorable developments or events which enable meeting the Work Schedule goals sooner
than anticipated.
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ARTICLE 10
SUSPENSION
Should City desire to suspend the Engineering Services, but not to terminate this Contract, then
such suspension may be effected by City giving Engineer thirty (30) calendar days' verbal notification
followed by written confirmation to that effect. Such thirty-day notice may be waived in writing by
agreement and signature of both parties. The Engineering Services may be reinstated and resumed in
full force and effect within sixty (60) days of receipt of written notice from City to resume the
Engineering Services. Such sixty-day notice may be waived in writing by agreement and signature of
both parties. If this Contract is suspended for more than thirty (30) days, Engineer shall have the option
of terminating this Contract.
If City suspends the Engineering Services, the contract period as determined in Article 3, and
the Work Schedule, shall be extended for a time period equal to the suspension period.
City assumes no liability for Engineering Services performed or costs incurred prior to the date
authorized by City for Engineer to begin Engineering Services, and/or during periods when Engineering
Services is suspended, and/or subsequent to the contract completion date.
ARTICLE 11
ADDITIONAL ENGINEERING SERVICES
If Engineer forms a reasonable opinion that any work he/she/it has been directed to perform is
beyond the scope of this Contract and as such constitutes extra work, he/she/it shall promptly notify
City in writing. In the event City finds that such work does constitute extra work and exceeds the
maximum amount payable, City shall so advise Engineer and a written Supplemental Contract will be
executed between the parties as provided in Article 13. Engineer shall not perform any proposed
additional work nor incur any additional costs prior to the execution, by both parties, of a written
Supplemental Contract. City shall not be responsible for actions by Engineer nor for any costs incurred
by Engineer relating to additional work not directly associated with the performance of the Engineering
Services authorized in this Contract or any amendments thereto.
ARTICLE 12
CHANGES IN ENGINEERING SERVICES
If City deems it necessary to request changes to previously satisfactorily completed Engineering
Services or parts thereof which involve changes to the original Engineering Services or character of
Engineering Services under this Contract, then Engineer shall make such revisions as requested and as
directed by City. Such revisions shall be considered as additional Engineering Services and paid for as
specified under Article 11.
Engineer shall make revisions to Engineering Services authorized hereunder as are necessary to
correct errors appearing therein, when required to do so by City. No additional compensation shall be
due for such Engineering Services.
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ARTICLE 13
SUPPLEMENTAL CONTRACTS
The terms of this Contract may be modified by written Supplemental Contract if City
determines that there has been a significant change in (1) the scope, complexity or character of the
Engineering Services, or (2) the duration of the Engineering Services. Any such Supplemental Contract
must be duly authorized by the City. Engineer shall not proceed until the Supplemental Contract has
been executed. Additional compensation, if appropriate, shall be identified as provided in Article 4.
It is understood and agreed by and between both parties that Engineer shall make no claim for
extra work done or materials furnished until the City authorizes full execution of the written
Supplemental Contract and authorization to proceed. City reserves the right to withhold payment
pending verification of satisfactory Engineering Services performed.
ARTICLE 14
USE OF DOCUMENTS
All documents, including but not limited to drawings, specifications and data or programs stored
electronically, (hereinafter referred to as "Instruments of Service") prepared by Engineer and its
subcontractors are related exclusively to the services described in this Contract and are intended to be
used with respect to this Project. However, it is expressly understood and agreed by and between the
parties hereto that all of Engineer's designs under this Contract (including but not limited to tracings,
drawings, estimates, specifications, investigations, studies and other documents, completed or partially
completed), shall be the property of City to be thereafter used in any lawful manner as City elects. Any
such subsequent use made of documents by City shall be at City's sole risk and without liability to
Engineer, and, to the extent permitted by law, City shall hold harmless Engineer from all claims,
damages, losses and expenses, resulting therefrom. Any modification of the plans will be evidenced on
the plans and be signed and sealed by a licensed professional prior to re-use of modified plans.
By execution of this Contract and in confirmation of the fee for services to be paid under this
Contract, Engineer hereby conveys, transfers and assigns to City all rights under the Federal Copyright
Act of 1976 (or any successor copyright statute), as amended, all common law copyrights and all other
intellectual property rights acknowledged by law in the Project designs and work product developed
under this Contract. Copies may be retained by Engineer. Engineer shall be liable to City for any loss or
damage to any such documents while they are in the possession of or while being worked upon by
Engineer or anyone connected with Engineer, including agents, employees, Engineers or subcontractors.
All documents so lost or damaged shall be replaced or restored by Engineer without cost to City.
Upon execution of this Contract, Engineer grants to City permission to reproduce Engineer's
work and documents for purposes of constructing, using and maintaining the Project, provided that City
shall comply with its obligations, including prompt payment of all sums when due, under this Contract.
Engineer shall obtain similar permission from Engineer's subcontractors consistent with this Contract. If
and upon the date Engineer is adjudged in default of this Contract, City is permitted to authorize other
similarly credentialed design professionals to reproduce and, where permitted by law, to make changes,
corrections or additions to the work and documents for the purposes of completing, using and
maintaining the Project.
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City shall not assign, delegate, sublicense, pledge or otherwise transfer any permission granted
herein to another party without the prior written contract of Engineer. However, City shall be permitted
to authorize the contractor, subcontractors and material or equipment suppliers to reproduce applicable
portions of the Instruments of Service appropriate to and for use in their execution of the Work.
Submission or distribution of Instruments of Service to meet official regulatory requirements or for
similar purposes in connection with the Project is permitted. Any unauthorized use of the Instruments of
Service shall be at City's sole risk and without liability to Engineer and its Engineers.
Prior to Engineer providing to City any Instruments of Service in electronic form or City
providing to Engineer any electronic data for incorporation into the Instruments of Service, City and
Engineer shall by separate written contract set forth the specific conditions governing the format of such
Instruments of Service or electronic data, including any special limitations not otherwise provided in this
Contract. Any electronic files are provided by Engineer for the convenience of City, and use of them is
at City's sole risk. In the case of any defects in electronic files or any discrepancies between them and
any hardcopy of the same documents prepared by Engineer, the hardcopy shall prevail. Only printed
copies of documents conveyed by Engineer shall be relied upon.
Engineer shall have no liability for changes made to the drawings by other engineers subsequent
to the completion of the Project. Any such change shall be sealed by the engineer making that change
and shall be appropriately marked to reflect what was changed or modified.
ARTICLE 15
PERSONNEL, EQUIPMENT AND MATERIAL
Engineer shall furnish and maintain, at its own expense, quarters for the performance of all
Engineering Services, and adequate and sufficient personnel and equipment to perform the Engineering
Services as required. All employees of Engineer shall have such knowledge and experience as will
enable them to perform the duties assigned to them. Any employee of Engineer who, in the opinion of
City, is incompetent or whose conduct becomes detrimental to the Engineering Services shall
immediately be removed from association with the project when so instructed by City. Engineer
certifies that it presently has adequate qualified personnel in its employment for performance of the
Engineering Services required under this Contract, or will obtain such personnel from sources other
than City. Engineer may not change the Project Manager without prior written consent of City.
ARTICLE 16
SUBCONTRACTING
Engineer shall not assign, subcontract or transfer any portion of the Engineering Services under
this Contract without prior written approval from City. All subcontracts shall include the provisions
required in this Contract and shall be approved as to form, in writing, by City prior to Engineering
Services being performed under the subcontract. No subcontract shall relieve Engineer of any
responsibilities under this Contract.
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ARTICLE 17
EVALUATION OF ENGINEERING SERVICES
City, or any authorized representatives of it, shall have the right at all reasonable times to review
or otherwise evaluate the Engineering Services performed or being performed hereunder and the
premises on which it is being performed. If any review or evaluation is made on the premises of
Engineer or a subcontractor, then Engineer shall provide and require its subcontractors to provide all
reasonable facilities and assistance for the safety and convenience of City or other representatives in the
performance of their duties.
ARTICLE 18
SUBMISSION OF REPORTS
All applicable study reports shall be submitted in preliminary form for approval by City before
any final report is issued. City's comments on Engineer's preliminary reports shall be addressed in any
final report.
ARTICLE 19
VIOLATION OF CONTRACT TERMSBREACH OF CONTRACT
Violation of contract terms or breach of contract by Engineer shall be grounds for termination of
this Contract, and any increased costs arising from Engineer's default, breach of contract, or violation
of contract terms shall be paid by Engineer.
ARTICLE 20
TERMINATION
This Contract may be terminated as set forth below.
(1) By mutual agreement and consent, in writing, of both parties.
(2) By City, by notice in writing to Engineer, as a consequence of failure by Engineer to
perform the Engineering Services set forth herein in a satisfactory manner.
(3) By either party, upon the failure of the other party to fulfill its obligations as set forth
herein.
(4) By City, for reasons of its own and not subject to the mutual consent of Engineer, upon
not less than thirty (30) days' written notice to Engineer.
(5) By satisfactory completion of all Engineering Services and obligations described herein.
Should City terminate this Contract as herein provided, no fees other than fees due and payable
at the time of termination shall thereafter be paid to Engineer. In determining the value of the
Engineering Services performed by Engineer prior to termination, City shall be the sole judge.
Compensation for Engineering Services at termination will be based on a percentage of the Engineering
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Services completed at that time. Should City terminate this Contract under Subsection (4) immediately
above, then the amount charged during the thirty-day notice period shall not exceed the amount charged
during the preceding thirty(30) days.
If Engineer defaults in the performance of this Contract or if City terminates this Contract for
fault on the part of Engineer, then City shall give consideration to the actual costs incurred by Engineer
in performing the Engineering Services to the date of default, the amount of Engineering Services
required which was satisfactorily completed to date of default, the value of the Engineering Services
which are usable to City, the reasonable and necessary cost to City of employing another firm to
complete the Engineering Services required and the time required to do so, and other factors which
affect the value to City of the Engineering Services performed at the time of default.
The termination of this Contract and payment of an amount in settlement as prescribed above
shall extinguish all rights, duties, and obligations of City and Engineer under this Contract, except the
obligations set forth herein in Article 21 entitled "Compliance with Laws." If the termination of this
Contract is due to the failure of Engineer to fulfill his/her/its contractual obligations, then City may take
over the project and prosecute the Engineering Services to completion. In such case, Engineer shall be
liable to City for any additional and reasonable costs incurred by City.
Engineer shall be responsible for the settlement of all contractual and administrative issues
arising out of any procurements made by Engineer in support of the Engineering Services under this
Contract.
ARTICLE 21
COMPLIANCE WITH LAWS
(1) Compliance. Engineer shall comply with all applicable state, federal and local laws,
statutes, codes, ordinances, rules and regulations, and the orders and decrees of any court, or
administrative bodies or tribunals in any manner affecting the performance of this Contract, including
without limitation, minimum/maximum salary and wage statutes and regulations, and licensing laws
and regulations. Engineer shall furnish City with satisfactory proof of his/her/its compliance.
Engineer shall further obtain all permits and licenses required in the performance of the
Engineering Services contracted for herein.
(2) As required by Chapter 2271, Government Code, Engineer hereby verifies that it does not
boycott Israel and will not boycott Israel through the term of this Agreement. For purposes of this
verification, "boycott Israel' means refusing to deal with, terminating business activities with, or
otherwise taking any action that is intended to penalize, inflict economic harm on, or limit commercial
relations specifically with Israel, or with a person or entity doing business in Israel or in an Israeli-
controlled territory, but does not include an action made for ordinary business purposes.
(3) In accordance with 2274, Texas Government Code, a governmental entity may not enter
into a contract with a company with at least ten (10) full-time employees for value of at least One
Hundred Thousand and No/100 Dollars ($100,000.00) unless the contract has a provision in the
contract verifying that it: (1) does not have a practice, policy, guidance, or directive that discriminates
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against a firearm entity or firearm trade association; and (2) will not discriminate during the term of the
contract against a firearm entity or firearm trade association. The signatory executing this Contract on
behalf of the Engineer verifies Engineer does not have a practice, policy, guidance, or directive that
discriminates against a firearm entity or firearm trade association, and it will not discriminate during the
term of this Contract against any firearm entity or firearm trade association.
(4) In accordance with 2274, Texas Government Code, a governmental entity may not enter
into a contract with a company with at least ten (10) full-time employees for a value of at least One
Hundred Thousand and No/100 Dollars ($100,000.00) unless the contract has a provision in the
contract verifying that it: (1) does not boycott energy companies; and (2) will not boycott energy
companies during the term of this Contract. The signatory executing this Contract on behalf of
Engineer verifies Engineer does not boycott energy companies, and it will not boycott energy
companies during the term of this Contract.
(5) Taxes. Engineer will pay all taxes, if any, required by law arising by virtue of the
Engineering Services performed hereunder. City is qualified for exemption pursuant to the provisions
of Section 151.309 of the Texas Limited Sales, Excise, and Use Tax Act.
ARTICLE 22
INDEMNIFICATION
Engineer shall save and hold City harmless from all liability for damage to the extent that the
damage is caused by or results from an act of negligence, intentional tort, intellectual property
infringement, or failure to pay a subcontractor or supplier committed by Engineer, Engineer's agent, or
another entity over which Engineer exercises control. Engineer shall also save and hold City harmless
from any and all expenses, including but not limited to reasonable attorneys' fees which may be
incurred by City in litigation or otherwise defending claims or liabilities which may be imposed on City
to the extent resulting from such negligent activities by Engineer, its agents, or employees.
ARTICLE 23
ENGINEER'S RESPONSIBILITIES
Engineer shall be responsible for the accuracy of his/her/its Engineering Services and shall
promptly make necessary revisions or corrections to its work product resulting from errors, omissions,
or negligent acts, and same shall be done without compensation. City shall determine Engineer's
responsibilities for all questions arising from design errors and/or omissions. Engineer shall not be
relieved of responsibility for subsequent correction of any such errors or omissions in its work product,
or for clarification of any ambiguities until after the construction phase of the project has been
completed.
ARTICLE 24
ENGINEER'S SEAL
The responsible engineer shall sign, seal and date all appropriate engineering submissions to
City in accordance with the Texas Engineering Practice Act and the rules of the State Board of
Registration for Professional Engineers.
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ARTICLE 25
NON-COLLUSION. FINANCIAL INTEREST PROHIBITED
(1) Non-collusion. Engineer warrants that he/she/it has not employed or retained any company
or persons, other than a bona fide employee working solely for Engineer, to solicit or secure this
Contract, and that he/she/it has not paid or agreed to pay any company or engineer any fee,
commission, percentage, brokerage fee, gifts, or any other consideration, contingent upon or resulting
from the award or making of this Contract. For breach or violation of this warranty, City reserves and
shall have the right to annul this Contract without liability or, in its discretion and at its sole election, to
deduct from the contract price or compensation, or to otherwise recover, the full amount of such fee,
commission, percentage, brokerage fee, gift or contingent fee.
(2) Financial Interest Prohibited. Engineer covenants and represents that Engineer,
his/her/its officers, employees, agents, consultants and subcontractors will have no financial interest,
direct or indirect, in the purchase or sale of any product, materials or equipment that will be
recommended or required for the construction of the project.
ARTICLE 26
INSURANCE
(1) Insurance. Engineer, at Engineer's sole cost, shall purchase and maintain during the entire
term while this Contract is in effect professional liability insurance coverage in the minimum amount of
One Million Dollars per claim from a company authorized to do insurance business in Texas and
otherwise acceptable to City. Engineer shall also notify City, within twenty-four(24) hours of receipt, of
any notices of expiration, cancellation, non-renewal, or material change in coverage it receives from its
insurer.
(2) Subconsultant Insurance. Without limiting any of the other obligations or liabilities of
Engineer, Engineer shall require each subconsultant performing work under this Contract to maintain
during the term of this Contract, at the subconsultant's own expense, the same stipulated minimum
insurance required in Article 26, Section (1) above, including the required provisions and additional
policy conditions as shown below in Article 26, Section(3).
Engineer shall obtain and monitor the certificates of insurance from each subconsultant in order
to assure compliance with the insurance requirements. Engineer must retain the certificates of insurance
for the duration of this Contract, and shall have the responsibility of enforcing these insurance
requirements among its subconsultants. City shall be entitled, upon request and without expense, to
receive copies of these certificates of insurance.
(3) Insurance Policy Endorsements. Each insurance policy shall include the following
conditions by endorsement to the policy:
(a) Engineer shall notify City thirty (30) days prior to the expiration, cancellation, non-
renewal in coverage, and such notice thereof shall be given to City by certified mail to:
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City Manager, City of Round Rock
221 East Main Street
Round Rock, Texas 78664
(b) The policy clause "Other Insurance" shall not apply to any insurance coverage currently
held by City, to any such future coverage, or to City's Self-Insured Retentions of
whatever nature.
(4) Cost of Insurance. The cost of all insurance required herein to be secured and maintained
by Engineer shall be borne solely by Engineer, with certificates of insurance evidencing such minimum
coverage in force to be filed with City. Such Certificates of Insurance are evidenced as Exhibit E herein
entitled "Certificates of Insurance."
ARTICLE 27
COPYRIGHTS
City shall have the royalty-free, nonexclusive and irrevocable right to reproduce, publish or
otherwise use, and to authorize others to use, any reports developed by Engineer for governmental
purposes.
ARTICLE 28
SUCCESSORS AND ASSIGNS
This Contract shall be binding upon and inure to the benefit of the parties hereto, their
successors, lawful assigns, and legal representatives. Engineer may not assign, sublet or transfer any
interest in this Contract, in whole or in part, by operation of law or otherwise, without obtaining the
prior written consent of City.
ARTICLE 29
SEVERABILITY
In the event any one or more of the provisions contained in this Contract shall for any reason be
held to be invalid, illegal or unenforceable in any respect, then such invalidity, illegality or
unenforceability shall not affect any other provision thereof and this Contract shall be construed as if
such invalid, illegal or unenforceable provision had never been contained herein.
ARTICLE 30
PRIOR AGREEMENTS SUPERSEDED
This Contract constitutes the sole agreement of the parties hereto, and supersedes any prior
understandings or written or oral contracts between the parties respecting the subject matter defined
herein. This Contract may only be amended or supplemented by mutual agreement of the parties hereto
in writing.
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ARTICLE 31
ENGINEER'S ACCOUNTING RECORDS
Records pertaining to the project, and records of accounts between City and Engineer, shall be
kept on a generally recognized accounting basis and shall be available to City or its authorized
representatives at mutually convenient times. The City reserves the right to review all records it deems
relevant which are related to this Contract.
ARTICLE 32
NOTICES
All notices to either party by the other required under this Contract shall be personally delivered
or mailed to such party at the following respective addresses:
City:
City of Round Rock
Attention: City Manager
221 East Main Street
Round Rock, TX 78664
and to:
Stephanie L. Sandre
City Attorney
309 East Main Street
Round Rock, TX 78664
Engineer:
Robert Carrillo, P.E.
Vice-President
11211 Taylor Draper Lane, Suite 100
Austin, TX 78759
ARTICLE 33
GENERAL PROVISIONS
(1) Time is of the Essence. The Services shall be performed expeditiously as is prudent
considering the ordinary professional skill and care of a competent engineer. Engineer understands and
agrees that time is of the essence and that any failure of Engineer to complete the Engineering Services
for each phase of this Contract within the agreed Work Schedule may constitute a material breach of
this Contract. Engineer shall be fully responsible for his/her/its delays or for failures to use his/her/its
reasonable efforts in accordance with the terms of this Contract and the Engineer's standard of
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performance as defined herein. Where damage is caused to City due to Engineer's negligent failure to
perform City may accordingly withhold, to the extent of such damage, Engineer's payments hereunder
without waiver of any of City's additional legal rights or remedies. Any determination to withhold or
set off shall be made in good faith and with written notice to Engineer provided, however, Engineer
shall have fourteen (14) calendar days from receipt of the notice to submit a plan for cure reasonably
acceptable to City.
(2) Force Majeure. Neither City nor Engineer shall be deemed in violation of this Contract if
prevented from performing any of their obligations hereunder by reasons for which they are not
responsible or circumstances beyond their control. However, notice of such impediment or delay in
performance must be timely given, and all reasonable efforts undertaken to mitigate its effects.
(3) Enforcement and Venue. This Contract shall be enforceable in Round Rock, Williamson
County, Texas, and if legal action is necessary by either party with respect to the enforcement of any or
all of the terms or conditions herein, exclusive venue for same shall lie in Williamson County, Texas.
This Contract shall be governed by and construed in accordance with the laws and court decisions of
the State of Texas.
(4) Standard of Performance. The standard of care for all professional engineering,
consulting and related services performed or furnished by Engineer and its employees under this
Contract will be the care and skill ordinarily used by members of Engineer's profession practicing
under the same or similar circumstances at the same time and in the same locality. Excepting Articles
25 and 34 herein, Engineer makes no warranties, express or implied, under this Contract or otherwise,
in connection with the Engineering Services.
(5) Opinion of Probable Cost. Any opinions of probable project cost or probable construction
cost provided by Engineer are made on the basis of information available to Engineer and on the basis
of Engineer's experience and qualifications and represents its judgment as an experienced and qualified
professional engineer. However, since Engineer has no control over the cost of labor, materials,
equipment or services furnished by others, or over the contractor(s') methods of determining prices, or
over competitive bidding or market conditions, Engineer does not guarantee that proposals, bids or
actual project or construction cost will not vary from opinions of probable cost Engineer prepares.
(6) Opinions and Determinations. Where the terms of this Contract provide for action to be
based upon opinion,judgment, approval, review, or determination of either party hereto, such terms are
not intended to be and shall never be construed as permitting such opinion,judgment, approval, review,
or determination to be arbitrary, capricious, or unreasonable.
ARTICLE 34
SIGNATORY WARRANTY
The undersigned signatory for Engineer hereby represents and warrants that the signatory is an
officer of the organization for which he/she has executed this Contract and that he/she has full and
complete authority to enter into this Contract on behalf of the firm. The above-stated representations
and warranties are made for the purpose of inducing City to enter into this Contract.
15
IN WITNESS WHEREOF,the City of Round Rock has caused this Contract to be signed in its
corporate name by its duly authorized City Manager or Mayor, as has Engineer, signing by and through
its duly authorized representative(s), thereby binding the parties hereto, their successors, assigns and
representatives for the faithful and full performance of the terms and provisions hereof.
[signature page follows]
16
RODRIGUEZ TRANSPORTATION GROUP, INC.
By: � �s� L �'t�
Y
Signature of Principal
Printed Name: Robert Carrillo, P.E.
17
CITY OF ROUND ROCK, TEXAS APPROVED AS TO FORM:
By: � 1� m ( —
Craig M g May Stephanie L. Sandre, City Attorney
ATTEST:
JA IVA
By. vi-
Meagan Spi City lerk
18
LIST OF EXHIBITS ATTACHED
(1)Exhibit A City Services
(2)Exhibit B Engineering Services
(3) Exhibit C Work Schedule
(4)Exhibit D Fee Schedule
(5)Exhibit E Certificates of Insurance
19
EXHIBIT A
CITY SERVICES
Project Limits: 600' W. of Lawnmont Dr. to Windy Park Dr.
Project Length: 3,400' (0.64 Miles)
In general, the City of Round Rock and its representatives, to their best efforts, will render
services as follows:
1. Schedule, coordinate, and conduct public involvement meetings.
2. Provide available criteria and full information as to the client's requirements for the
project.
3. Furnish available horizontal control points and established City of Round Rock
monumentation.
4. Furnish available existing plans and/or design information for the project and interface
data for any adjacent projects.
5. Assist the Engineer by placing at their disposal all available written data pertinent to
previous operations, reports and any other data (including hydraulic studies and models)
affecting the project.
6. Provide available existing traffic counts and design year projections (to be used for
geotechnical and geometric design purposes).
7. Furnish available right-of-way maps.
8. Provide available special specifications, special provisions, and updated list of bid items
applicable to the project.
9. Examine documents submitted by the Engineer and render decisions pertaining thereto,
promptly,to avoid unreasonable delay in the progress of Engineer's services.
10. Respond promptly in writing to requests by the Engineer for authorization to proceed
with specific activities deemed desirable.
11. Provide the City's franchise agreement terms as they relate to utility providers use of the
ROW.
12. Negotiate with all utility companies for any agreements and/or relocations required.
13. Provide timely clearance for all city-manage utilities other than those covered by 811
locate.
14. Pay all reviewing agency fees promptly including review, inspection and recording fees.
15. Assist with providing right-of-entry (ROE) as needed to secure data off the existing Right
of Way(ex. survey data).
16. Acquire any off-site ROW and easement required for the project.
Page 1 of 1 Exhibit A
EXHIBIT B
ENGINEERING SERVICES
Project Limits: 600' W. of Lawnmont Dr. to Windy Park Dr.
Project Length: 3,400' (0.64 Miles)
The following will be used as the basis for the preparation of a geometric schematic and
subsequent plans, specifications, and estimate (PS&E). The geometric schematic will be
developed to establish the ROW/easement requirements, preliminary cost estimate and other
design parameters for the proposed improvements generally consisting of reconstructing or
widening the existing four-lane roadway to a five-lane section (including a continuous left turn
lane with shared use path adjacent to the north ROW and 5' (min) sidewalk adjacent to the south
ROW). Right turn bays (in each direction) will be evaluated at Greenlawn Blvd. and at EB
Windy Park Drive. Left turn bays will be evaluated at Lawnmont Dr. and Greenlawn Blvd. The
PS&E will be developed after the geometric schematic has been approved.
The Engineer shall maintain a direct line of communication and coordinate closely with City of
Round Rock (the City) staff or their designated representative, local municipal agencies, and
utility companies throughout the project. The Engineer shall complete the services to be
provided by the Engineer according to the milestone work schedule established in the work
authorization. The Engineer shall submit a written progress report to the City monthly indicating
the actual work accomplished during the month, scheduled work to be accomplished for that
month, and the estimated work to be accomplished for the coming month.
The Engineer shall furnish Microsoft Office and MicroStation Connect or OpenRoads Connect
Edition computer generated media containing the project design files to the City.
GENERAL REQUIREMENTS
A. Right-of-Entry and Coordination. The Engineer shall notify the City and secure
permission to enter private property to perform any surveying, environmental, engineering or
geotechnical activities needed off existing right-of-way. The Engineer shall not commit acts
which would result in damages to private property, and the Engineer shall make every effort
to comply with the wishes and address the concerns of affected private property owners. The
Engineer shall contact each property owner prior to any entry onto the owner's property.
B. Quality Assurance and Quality Control. The Engineer shall provide peer review at all
levels. For each deliverable, the Engineer shall have some evidence of their internal review
and mark-ups of that deliverable. The City's project manager may require the Engineer to
submit the Engineer's internal mark-ups (red-lines) or comments developed as part the
Engineer's quality control step. The Engineer shall clearly label each document submitted for
quality assurance as an internal mark-up document.
Page 1 of 18 Exhibit B
TASK DESCRIPTIONS AND FUNCTION CODES
The Engineer shall categorize each task performed to correspond with the Function Codes (FC)
and Task Descriptions.
FC 110- Route and Design Studies
A. Data Collection and Field Reconnaissance. The Engineer shall collect, review and
evaluate data described below. The Engineer shall notify the City in writing whenever the
Engineer finds disagreement with the information or documents:
1. Data, if available, from the City, including "as-built plans", right-of-way maps,
Subsurface Utility Engineering (SUE) mapping, environmental documents, existing
channel and drainage easement data, existing traffic counts, accident data, identified
endangered species, identified hazardous material sites, current special provisions, special
specifications, and standard drawings.
2. Documents for existing and proposed development along proposed route from local
municipalities and local ordinances related to project development.
3. Readily available flood plain information and studies from the Federal Emergency
Management Agency (FEMA), the U. S. Army Corps of Engineers (USACE), local
municipalities and other governmental agencies in addition to that provided by the City.
4. The Engineer shall conduct field reconnaissance and collect data including a
photographic record(to be maintained in Engineer's office) of notable existing features.
B. Design Criteria. The Engineer shall develop the roadway and drainage design criteria based
on the controlling factors specified by the City and by using the design speed, functional
classification, roadway class and any other set criteria. In addition, the Engineer shall prepare
the Design Summary Form (DSF) and submit it electronically. The Engineer shall obtain
written concurrence from the City prior to proceeding with the design.
C. Sequence of Construction. The Engineer shall develop preliminary sequence of
construction roll plot exhibit (for the preferred alternative) to illustrate how traffic will be
maintained during the various phases of construction. The exhibit should include: limits of
construction, traffic flow arrows, limits of temporary pavement, temporary drainage and
signals, traffic control signs and channelizing devices.
D. Preliminary Cost Estimates. The Engineer shall develop a preliminary cost estimate using
the TxDOT's Average Low Bid Unit Price and any other readily available data. The
preliminary cost estimate shall be accurate enough to compare to the allocated funding
amount to ensure the completed design will be within budget.
Page 2 of 18 Exhibit B
E. Coordination Meeting. The Engineer, in cooperation with the City shall plan, attend and
document a Design Concept Conference (DCC) meeting to be held prior to the Initial
milestone submittal. In preparation for the DCC, the Engineer shall complete the DSF to
serve as a checklist for the minimum required design considerations.
The meeting will provide for a brainstorming session in which decision makers, stakeholders
and technical personnel may discuss and agree on:
1. Roadway and drainage design parameters
2. Engineering and environmental constraints
3. Project development schedule
4. Other issues as identified by the City
F. Geotechnical Borings, Investigations and Pavement Design: The Engineer shall conduct
field investigations laboratory testing and recommended pavement design as further
described below. The Engineer is responsible for arranging for utility locates and providing
a traffic control plan in accordance with TxDOT and/or City standards.
1. Engineer shall verify the existing pavement structure with proposed borings.
2. Obtain and review existing and available geotechnical and geologic information.
Perform field reconnaissance of the project limits. Attend one (1) coordination meeting.
3. Perform pavement design borings, obtaining boring samples at 500-foot intervals from
the 600' W. of Lawnmont Dr. to Windy Park Dr. The retaining wall borings described
below will be used for the design of potential walls near the culvert crossings between
Greenlawn Blvd. and Windy Park Dr. Borings are estimated to consist of the following:
• 7 borings to a depth of 10 feet, or until chalk is contacted,within the at-grade or fill
areas
• Borings shall occur within the limits of the existing roadway as well as between the
existing roadway edge and the ROW line, dependent upon utilities and access.
• Borings will be marked for surveying of ground elevations and coordinates in order to
locate in the plans.
• Backfill borings with cuttings from the boring or gravel. Patch pavements with cold
mix asphalt or concrete (match existing pavement surface).
• Perform laboratory testing to classify soil strata, evaluate plasticity and shrink/swell
potential and evaluate the compressive strength. Tests shall include moisture
contents, Atterberg Limits, unconfined compressive strengths, sieve analyses,
absorption swell test, lime-series tests, California Bearing Ratio (CBR) and sulfate
content tests.
• Develop a recommended flexible pavement design, with alternative rigid pavement
design at major intersections, following City of Round Rock methodology.
4. Perform retaining wall design borings, obtaining boring samples at 200-foot intervals to a
minimum depth of 20 feet below proposed grade. Borings are estimated to consist of the
following:
Page 3 of 18 Exhibit B
• 2 borings to a depth of 25 feet within the at-grade or fill areas
• Borings shall occur within the limits of the existing roadway edge and the ROW line,
dependent upon utilities and access.
• Borings will be marked for surveying of ground elevations and coordinates in order to
locate in the plans. Backfill borings with cuttings from the boring or gravel.
• Perform laboratory testing to characterize the uniformity and strength for the soils.
Laboratory testing will include: USCS Soil Classification, Atterberg Limits, sieve
analyses,moisture content, consolidated drained direct shear test and unconfined
compression tests.
• For spread footing walls, recommend the design soil lateral earth pressure and
provide bearing capacity, sliding and slope stability analyses and evaluate the
settlement of the wall.
5. Prepare Geotechnical report to include the summary of field investigations, laboratory
testing results,recommended pavement design and recommendations for retaining wall
foundations.
FC 120 - Environmental Documentation
The Environmental Services will include all studies and documentation required for the various
regulating authorities, including the Texas Historical Commission (THC), U.S. Army Corp of
Engineers (USACE), U.S. Fish and Wildlife Service (USFWS), Williamson County
Conservation Foundation (WCCF) and the City of Round Rock. The intention of the
Environmental Services is to attain necessary clearance letters and approvals to proceed with the
proposed project assuming a local funding source.
A. Data Collection Process:
1. Data Collection &Field Reconnaissance: Collect readily available environmental
information relative to the project area from the appropriate local, state, and federal
agencies. A regulatory records review will be performed to identify listed hazardous
waste generators,treatment, storage, and disposal facilities; solid waste landfills,
unauthorized sites; documented spills; abandoned wells, oil and gas exploration and
production sites; and underground storage tank sites within the proposed site location.
The review will also identify other environmental risks along the project corridor. A site
reconnaissance will be conducted to visually inspect the project site for additional risks
and field verify any environmental risks as identified by the review.
B. Hazardous Materials Initial Site Assessment
1. A Hazardous Materials Initial Site Assessment (ISA) shall be completed, based on the
regulatory records review and field reconnaissance conducted during the data collection
process. This ISA will identify potential hazardous material sites that may be impacted by
the proposed project.
C. Section 404 Clean Water Act Compliance
1. A wetland determination will be conducted in the project area and summarized in a
delineation report. Specific impacts of the project on waters of the U.S. will be deter-
Page 4 of 18 Exhibit B
mined, measures to minimize the impacts will be identified. A revised report will discuss
applicable Section 404 options in accordance with the current permits and conditions.
2. Authorization under section 404 of the Clean Water Act will be obtained. For the
purposes of this scope & fee, it is assumed that permitting would not include the
preparation of either a Pre-construction Notification or Individual Permit to the USACE.
D. Endangered Species Act Compliance
1. An analysis of the project's effects on federally listed threatened and endangered species
will be conducted and reported in a letter to document the project's compliance with the
Endangered Species Act. In addition to background research, a site visit would be
conducted to assess the habitat relative to the habitat requirements of the federally listed
species of potential occurrence in the project area. For the purposes of this scope and cost
estimate, it is assumed that no federally listed species or suitable habitat would be
impacted by the proposed project.
E. Texas Antiquities Code(TAC) Compliance
1. A background search of the appropriate files at the Texas Historic Commission (THC)
will be conducted to locate any known cultural sites within the project area.
2. A project initiation letter and Texas Antiquities Permit application and associated scope
of work will be prepared for submittal to the city and the THC. Coordination with the
THC will also be conducted regarding the project scope and compliance requirements.
3. A survey will be conducted and will be of sufficient intensity to determine the nature,
extent, and if possible,potential significance of any cultural resources located with the
project area. The survey will consist of a 100 percent pedestrian survey with shovel
testing as necessary.
4. An intensive survey report will be produced, in accordance with the full report guidelines
as outlined by the THC's Rules of Practice and Procedure, if any historic or prehistoric
sites are discovered during the survey. If no cultural resources are found during the
survey, then a short report format will be followed. The report will evaluate, to the extent
feasible, the potential for designation of the recorded archeological sites as State
Archeological Landmarks, and for eligibility to the National Register of Historic Places
(NRHP) at the survey level of effort consistent with the TAC and Section 106 of the
National Historic Preservation Act. The report will be coordinated with the THC,
respond to any comments, and provide documentation of the coordination to the city.
5. Project records, forms, artifacts, photos, and documentation will be submitted to the
THC, and to an appropriate curation facility along with report final copies to complete
the TAC permit per THC requirements.
6. The following assumptions have been made based on an initial project review and the
likely outcome of the survey:
• No federal funding and no NHPA Section 106 coordination
• No backhoe trenching or deep subsurface prospection costs
• No new archeological sites identified
• Excludes any additional field or archival investigations of any kind recommended by
the THC following review of survey report
• No survey of any project elements outside of a 200-foot survey corridor
• Archival study within 500 feet of either side of project centerline
Page 5 of 18 Exhibit B
Submittals of draft versions will be made electronically with PDF's and Word versions
submitted via email (if applicable). Final submittal includes one hard copy and submitting PDF
copies (if applicable).
The Public Involvement Services will include at a maximum two (18) Property Owner Meetings
and two (2) Public Meetings. The intention of the Public Involvement Services is to work
closely with property owners, residents, local business owners and the community to collect and
incorporate input and provide updates on the project as they become available.
F. Project Contact Database
1. Develop and maintain a project contact database that includes nearby property owners
and residents,businesses, churches, educational/community organizations, elected/public
officials, and other interested stakeholders.
2. Include mailing addresses and email addresses as available.
G. Property Owners Meetings (up to 18)
1. Prepare exhibits in preparation for the meetings.
2. Provide PI staff members at the meetings to document the contents of the meeting, in a
meeting summary and one engineering staff member to answer questions.
H. Public Meetings (up to 2)
1. Assist the City in establishing dates and advertising the meetings (via project website,
emails, and handouts). Assumes City staff will schedule the meetings at a city venue.
2. Prepare exhibits for the meetings
3. Prepare sign-in sheets, comment forms, and a fact sheet for the meeting.
4. Provide PI staff members at the meetings to facilitate sign in, gather comments and
document the contents of the meeting through photography, combining them into a
meeting summary that include:
• Copies of notification efforts
• Copies of the sign-in sheets
• Copies of comment received(including online comments), and
• Photo documentation
I. Website/Email Updates (Up to 3 each)
1. Prepare information and photos/exhibits identified by the City of Round Rock regarding
the project to be disseminated on the project webpage maintained by the City.
Information will be prepared in accordance with website guidelines. The updates will
provide general information about the project, including milestones, schedule and public
meeting input opportunities. Upon receipt of the City's comments on the draft website
materials,the Engineer shall prepare the final website materials.
2. Prepare project information and photos/exhibits identified by the City of Round Rock to
be distributed electronically to the stakeholder database where emails are available.
Page 6 of 18 Exhibit B
Information must be approved by the City prior to distribution and will focus on project
milestones, schedule and public input opportunities. Updates may be developed in
response to comments from the project email site.
FC 130— Right-of-Way Data/Utilities
All standards, procedures and equipment used by the Surveyor shall be such that the results of
the survey will be in accordance with Board Rule 663.15, as promulgated by the Texas Board of
Professional Engineers and Land Surveyors.
The Engineer shall locate the existing ROW within the project limits from the current project
control monuments and prepare a layout map for the project.
A. Right-of-Way Map. The Engineer shall obtain information on existing ROW and property
information from as-built plans, ROW maps, and tax records and prepare a base map
depicting the information.
The Engineer shall review and evaluate the existing ROW plus the limits of proposed ROW
acquisition to verify that all construction staging, and alignment considerations have been
taken into account. The Engineer shall make every effort to prevent detours and utility
relocations from extending beyond the existing/proposed ROW or PUEs. The Engineer shall
notify the City in writing if it is necessary to obtain additional construction easements or
rights-of-entry and shall provide justification for such action. The Engineer shall be
responsible for identifying and delineating any temporary construction easements in areas
outside the existing/proposed ROW.
B. Boundary Surveying and Parcel Preparation. The Engineer shall perform the following
tasks to assist with the acquisition of the proposed ROW as identified in the Layout:
1. Perform sufficient field surveying operations to locate property corners and confirm
existing ROW configuration
2. Perform sufficient deed research and boundary analysis to prepare a property schematic
of the overall project. This task will include procuring a limited Title Abstract to be used
for preliminary submittals and updated with title commitment for title review.
3. Prepare ROW parcels for acquisition and dedication to the City of Round Rock.
Deliverables will consist of a metes and bounds description and accompanying survey
plan for each parcel (estimated at 7 parcels adjacent to the northern ROW and 2 parcels
adjacent to the southern ROW for a total of 9 parcels).
4. Establish appropriate monuments on the proposed right-of-way lines at intersecting
property lines, and at all PCs, PTs, angle points, intersecting right-of-way lines of side
streets. All monuments to be set will be 5/8" iron rods with aluminum caps.
5. The Engineer shall prepare and submit a ROW Plan Set of the entire project limits. The
plan set will depict ROW conditions existing and proposed, parcel numbering protocols,
Page 7 of 18 Exhibit B
areas, and current ownership and/or legal description CITATIONS, planimetric entities,
and other pertinent data.
C. Subsurface Utility Engineering (SUE). The Engineer shall research available existing
utility records and perform in-field utility verification (Quality Level C and D) with the
objective of surveying and plotting visible above-ground utility features and using
professional judgment in correlating those findings with utility records within the project
limits. The lateral limits of the utility designating investigation are the greater extent of the
existing ROW, proposed ROW, or temporary construction easements along the project route.
To accomplish this scope of work, the Engineer will perform the following tasks:
1. Contact the applicable "one call" agency and acquire records from all available utility
owners including local municipalities (cities, counties, etc.).
2. Perform in-field visual site inspection. Compare utility record information with actual
field conditions. Record indications of additional utility infrastructure and visual
discrepancies with record drawings.
3. Interview available utility owners for needed clarification, resolution and found
discrepancies, and details not provided on the record drawings.
4. Map the following utilities: water, wastewater, natural gas, gas/oil pipelines, electric,
telephone, fiber, duct banks, cable TV, storm sewer and utility service lines. Irrigation
lines are not included in this scope.
5. Record all marks on electronic field sketches and correlate such data with utility records
and above ground appurtenances obtained from visual inspection to resolve differences
and discrepancies. Denote any utilities found where ownership/utility type is not
available from records as"unknown" facilities.
6. In-field utility verification (Quality Level A and B). Gather QL-B data at the
intersections of Lawnmont Dr., Oxford Blvd., Greenlawn Blvd., and Windy Park Dr. plus
an additional 500'. Gather QL-A data at 10 locations. Proposed locations of additional
500' of QL-B and QL-A will be determined after the Initial submittal. (Right-of-way
permitting is not anticipated and is therefore not included).
FC 140—Project Management and Administration
A. Prepare invoices and monthly written progress reports.
B. Develop and maintain a detailed project schedule to track project conformance to Exhibit C,
Work Schedule, for each work authorization. The schedule submittals shall be hard copy and
electronic format.
C. Meet on a scheduled basis with the City to review project progress (6 Maximum).
D. Meet on a scheduled basis with the Design Team to coordinate project progress (24
Maximum).
E. Prepare, distribute, and file both written and electronic correspondence.
F. Implement and execute QAQC plan.
Page 8 of 18 Exhibit B
FC 150— Field Surveying and Photogrammetry
It shall be the responsibility of the Engineer to secure right of entry to private property for the
purpose of performing any surveying, environmental, engineering or geotechnical activities. The
Engineer shall not commit acts which will result in damages to private property and the Engineer
will make every effort to comply with the wishes and address the concerns of private property
owners.
A. Field Surveying. The Engineer shall verify the benchmark coordinates and establish
additional horizontal and vertical control for the project. The Engineer shall provide
supplemental field surveying services necessary to verify the Digital Terrain Model (DTM),
produce topographic maps, establish the project baseline on the ground, locate and tie
existing utilities to the project baseline, to tie the soil boring locations, and update
topography. Coordinate geometry shall be based on and tied into State plane surface
coordinate system. The Engineer shall provide:
1. Horizontal and Vertical Control Surveys (Project Control):
The maximum distance between control points shall not exceed 1500 feet. The
coordinate location and elevation of control points or center panel points based on GPS
surveys conducted by the Surveyor shall meet standards of accuracy as set forth below.
DATUM. All coordinates shall be based on the North American datum (NAD) 83 (1993
Adjustment). All elevations shall be based on the North American vertical datum
(NAVD) of 1988
Additionally,the Engineer shall locate previously set control points and benchmarks
established by and for projects in the adjacent near proximity; establish benchmark circuit
(run levels)throughout the Project; establish additional benchmarks at intervals not to
exceed 800 feet for the limits of the Project; tie benchmarks (station/offset) to Project
baseline. Perform the benchmark circuits in accordance with good surveying practices.
2. Horizontal and Vertical Control Sheets. The Engineer's Surveyor shall prepare a
Horizontal and Vertical Control Sheet, signed, sealed, and dated by the professional
engineer in direct responsible charge of the surveying and the responsible RPLS for
insertion into the plan set. The Horizontal and Vertical Control sheet identifies the
primary survey control and the survey control monumentation used in the preparation of
the project.
The following information should be shown on the Horizontal\Vertical Control Sheet:
• Station and offset (with respect to the baseline or centerline alignments) of each
identified control point.
Page 9 of 18 Exhibit B
• Monumentation set for Control (Description and Location ties).
• Surface Adjustment Factor and unit of measurement.
• Coordinates(SPC Zone and surface or grid).
• Relevant metadata.
• Graphic (Bar) Scale.
• Placement of note "The survey control information has been accepted and
incorporated into this PS&E" which is signed, sealed and dated by a Texas
Professional Engineer.
• RPLS signature, seal and date.
3. Perform datum ties to City of Round Rock GPS Monument System and previous work
with adjoining projects.
4. Profile and cross section project limits, intersecting streets and driveways. Survey limits
along Gattis School Road should extend 30-feet (min.) beyond the existing where
accessible (fenced properties are considered non-accessible). Survey limits for
intersecting streets should extend up to 200 feet from the centerline of Gattis School
Road. Existing trees within the survey limits are to be tied to with a description of tree
type and size.
5. Cross section data three (3) drainage channels for 500 feet each way outside the ROW
lines at intervals to be determined. Cross sections shall not exceed 100 feet intervals,
shall include sections at the ROW and shall be taken at right angles to the channels. The
width of the cross sections shall cover the top of the channel over bank extending at least
50 feet beyond (if accessible). Cross section data shall include flow line of the channel.
Roadway elevations, in the vicinity of all culverts should be included.
6. Secure right-of-entry, as needed for the project. The Engineer shall not commit acts
which will result in damages to private property and the Engineer will make every effort
to comply with the wishes and address the concerns of private property owners.
7. Tie to visible existing underground and overhead utilities (location, elevation, size and
direction). This information will be combined with the record drawings to develop a
single "existing utility" DGN file. Obtain the top elevation and outside visible perimeter
shots of all utility manholes, pull boxes, junction boxes, meters, valves, etc. Provide
flowline elevations and direction of all incoming and outgoing piping in sanitary sewer
manholes.
8. Obtain profiles of existing drainage facilities. Obtain the top elevation and outside
visible perimeter shots of all drainage junctions such as inlets, manholes, accessible
junction boxes, etc. Obtain the flowline and direction of all conduits entering and exiting
all drainage structures. If silt is present, remove as much as feasible to provide an
accurate flowline shot. Provide the type and size of all conduits include pipes and box
culverts.
Page 10 of 18 Exhibit B
9. Provide temporary signs, traffic control, flags, safety equipment, etc. and obtain
necessary permits. Traffic shall be controlled in and near surveying operations
adequately to comply with the latest edition of the TMUTCD or as coordinated with the
City of Round Rock.
10. Tie down soil boring locations by coordinate and surface elevation.
11. If at any time during the contract period, the Surveyor encounters unforeseen
circumstances which may materially affect the scope, complexity or character of the
work authorized by the City, the Surveyor shall notify the City in writing immediately
with a complete description of the circumstances encountered.
12. The following definitions shall apply:
• DGN — Two-dimensional digital map containing natural ground features and
improvements plotted in a horizontal plane along the X and Y axes. A planimetric
map does not include relief elements such as spot elevations, cross-sections, or
contours.
• DTM — Three-dimensional digital model of the ground containing those features
necessary to define surface relief. A three-dimensional model does not normally
contain those planimetric features not necessary to define relief.
• Horizontal and vertical ground control-Survey control points for which the X and Y
coordinate and elevation have been determined by on the ground surveys.
B. Digital Planimetric Mapping (DGN) and Digital Terrain Modeling(DTM).
1. The Surveyor shall prepare DGN files covering the specific work location, meeting the
City's standards and specifications. All areas obscured by vegetation or other
obstructions resulting in voids shall be surveyed on the ground.
2. The Surveyor shall provide DGN and DTM files on a medium and in a format compatible
with OpenRoads Designer Connect Edition.
FC 160— Roadway
A. Geometric Design. The Engineer shall:
Develop a geometric schematic layout (Layout) for the full length of the project to be
reviewed and approved by the city. The Layout shall consist of a planimetric file of existing
features, the proposed improvements and identification of ROW acquisition requirements.
The Layout shall also include the following features: existing/proposed horizontal and
vertical alignment and profile grade line, cross culverts, lane widths, cross slopes, pavement
structure, clear zone, dedicated right turn lanes, signals, limits of retaining walls (if
applicable) and water surface elevations for various rainfall frequencies, etc. Existing major
subsurface and surface utilities shall be shown. The proposed alignment shall avoid, as much
as possible, the relocation of existing utilities. The Engineer shall provide horizontal and
vertical alignment of the project layout in English units for main lanes and cross streets.
Page 11 of 18 Exhibit B
B. Roadway Plans. The Engineer shall:
Make final refinements to the horizontal/vertical geometry and continue with the
development of detailed plans. Effort will include development and/or updates to the
following:
1. Title Sheet/Project Layouts
2. Typical Sections
3. Plan and Profile
4. Intersection/Driveway Details
5. Others (HAL Data, Removal Layouts, Misc. Roadway Details)
6. Update model/design cross sections
FC 161 —Drainage
A. Drainage Report. The Engineer shall use data from as-built plans and FEMA maps to
locate drainage outfall(s) and to determine proposed culvert sizes, design flows, and water
surface elevations for use in the design of roadway geometry. The Engineer shall conduct a
Preliminary Drainage Study to determine and evaluate the adequacy of the ROW needed to
accommodate roadside channels and side slopes. The study will identify the water surface
elevations for the 2, 5, 10, 25, 50 and 100-year storm events, identify and locate outfalls,
provide an offsite drainage area map, on-site drainage area maps, and provide a drainage
report identifying the results of the study. The Engineer shall evaluate the adequacy of the
existing drainage structures. If existing structures are found to be inadequate, the Engineer
shall perform a hydraulic analysis to determine a proposed replacement structure size to
determine if the existing or proposed roadway vertical profiles will accommodate the
proposed structure.
B. Culvert and Storm Drain Design. The Engineer shall design all conventional storm
drainage and cross drainage in conformance with the latest edition of the City's Design and
Construction Standards unless otherwise directed in writing. Storm drain design shall be
performed using GEOPAK Drainage. Cross drainage design shall be performed using
Geopak Drainage, HY 8 or HEC RAS. The Engineer shall continue with development of
detailed plans. Effort will include development and/or updates to the following:
1. On and Off-site Drainage Area Maps.
2. Hydraulic Computations (Run-off and Inlet, and Storm Drain)
3. Storm Drain Plan/Profile
4. Storm Drain Profiles
5. Others (Misc. Drainage Details)
6. Storm Water Pollution Prevention Plan/Temp. Erosion Sediment Control Plan
7. Permanent Erosion Control Plan.
Page 12 of 18 Exhibit B
C. Culvert Layout and Detailing of Drainage Features. The Engineer shall use standard
details where practical. Effort will include development of the following:
1. Culverts Layouts (3 max.): New culverts; culvert replacement.
2. Outfall channels
D. Floodplain Modeling. The Engineer shall utilize the most recent hydrologic and hydraulic
computer models to analyze the Dry Branch Tributary No. 1 crossing. Effort will include
development and/or updates to the following:
1. HEC-HMS: Update existing HEC-HMS model to most recent version. Update
precipitation to Atlas 14 data.
2. HEC-RAS: Update existing HEC-RAS model to most recent version. Update flow data
to reflect results from updated HEC-HMS model.
3. Prepare pre-project/post-project floodplain analysis for Dry Branch Tributary No.
crossing at Gattis School Road.
4. Prepare pre-project/post-project floodway analysis for Dry Branch Tributary No. crossing
at Gattis School Road.
5. Prepare hydraulic data sheet.
6. Prepare CLOMR submittal
FC 162—Signing, Pavement Markings, Signals and Illumination
A. Signing and Pavement Markings. The Engineer shall develop signing and pavement
marking layouts to include: striping, small signs, delineators and MBGF locations. Small
sign details will be prepared for non-standard signs (4 max.).
B. Signals. The Engineer shall develop temporary and permanent signal layouts and details at
the following intersections: 1. Gattis School Road at Greenlawn Blvd. and 2. Gattis School
Road at Windy Park Dr. The temporary signals assume a three-phase traffic control plan and
signal layouts will be prepared for each phase. Standard details and specifications will be
included as part of the plan set. Modifications will be made to specifications as directed by
the City.
C. Illumination. Proposed illumination appurtenances will be owned and maintained by the
City. The Engineer shall use standard details (including TxDOT standareds) were practical.
Effort will include development and/or updates to the following:
l. Illumination Layouts— The Engineer will design continuous roadway lighting using
arterial roadway criteria(i.e., 200 — 250' spacing) and photometric analysis within the
project limits.
2. Electrical Schematic Plan —The Engineer shall provide electrical circuit plans, details,
summary of electrical service, and standard specifications.
3. Electrical Service Coordination- The Engineer shall coordinate with the utility providers
(ex. Oncor) and the City in identifying the power source.
Page 13 of 18 Exhibit B
FC 163 —Miscellaneous
Miscellaneous tasks include: Retaining Wall Layouts, TCP, Water/Wastewater, Utility
coordination/Layouts, and the final assembly of the construction plans, specifications, estimate
and bid documents. The Engineer shall provide the following services:
A. Retaining Walls
1. Retaining Wall Layouts—4 walls assumed with 1,000' (max)total length
2. Retaining Wall Boring Logs
3. Retaining Wall Horizontal Alignment Data
4. Retaining Wall Typical Sections
5. Retaining Wall Global Stability
B. Traffic Control Plan
1. Narrative Sequence of Construction
2. Typical Sections
3. Traffic Control Plan
4. Detour Layouts
5. Safety Review Meeting
6. Construction Schedule
C. Water/Wastewater
1. Meetings — The Engineer will attend a maximum of 6 meetings with the City to
coordinate, discuss status and address review comments.
2. Route/Size Coordination — The Engineer will meet with City staff to determine the
desired location and coordinate the water line diameter for the proposed facilities. It is
assumed the City will provide the required design flows for the water and wastewater
facilities. The Engineer will make up to two (2) site visits to review/confirm existing
utility record information compared to field conditions and evaluate design limitations.
3. Existing Service Connection — The Engineer will work with the City to obtain site plans
for existing tracts along the alignment to determine the quantity and locations of existing
water and wastewater connections. It is assumed the Engineer will make a formal request
for existing site plans and the City will research and provide the requested plans.
4. Construction Drawings — The Engineer will prepare utility plan and profile sheets
(estimated at 15 plan sheets). Additionally, utility detail sheets will be prepared as
needed (estimated at 10 detail sheets). It is assumed from the City GIS records that there
are no pressure reducing valve and vaults. The following is a detailed summary of the
anticipated effort and/or assumptions made:
a) Review water and wastewater SUE data along the alignment and compare the
mapping to as-built information. Identify any discrepancies and inconsistencies and
coordinate with utility coordinator and SUE provider.
b) Referenced the City of Round Rock GIS Mapping software as well as as-built
drawings review available to prepare the extent of potential utility relocations. If
additional utility conflicts are identified or the adjustments identified in this scope
Page 14 of 18 Exhibit B
extend more than anticipated and identified below, then additional services will be
needed.
c) Provide proposed water and wastewater relocation Plan and Profile Sheets (1 1"x 17"
sheets at Scale 1"=40' Horizontal and 1"=10' Vertical) for the following water and
wastewater utilities:
i. Approximately 800 LF of 8" HDPE, and 12"/16" DI water main along the north
and south sides of Gattis School Road. (2 sheets)
ii. Approximately 60 LF of 8" HDPE water main crossing Gattis School Road. (1
sheet)
iii. Approximately 105 LF of 8" DI water main water main crossing Gattis School
Road. (1 sheet)
iv. Approximately 70 LF of 8" HDPE water main crossing Gattis School Road. (I
sheet)
v. Approximately 1,600 LF of 8" wastewater main (unknown material) along the
north side of Gattis School Road. (4 sheets)
vi. Approximately 365 LF of 10" wastewater main (unknown material) crossing
Gattis School Road. (1 sheet)
vii. Approximately 450 LF of 24" wastewater main (unknown material) crossing
Gattis School Road. (1 sheet)
viii. Approximately 400 LF of 15" wastewater main (unknown material) crossing
Gattis School Road. (1 sheet)
d) Provide water and wastewater removal and surface adjustment plan sheets (5 sheets).
Plan sheets will be double banked (1"= 100' scale)
e) Provide water and wastewater General Notes (2 sheets)
f) Provide water and wastewater Summary Sheets (quantities) and cost estimate (1
sheet)
g) Provide water and wastewater standards, special details and technical specification (5
sheets)
h) Assumes that temporary water mains will not be required for water main relocations.
5. Technical Specifications — The Engineer will review City standard specifications and
provide special provisions as applicable.
D. Utility Coordination — The Engineer shall be familiar with the City's franchise agreement
terms and will assist in monitoring utility providers progress in meeting the required
timelines. The Engineer shall provide the following as part of the utility coordinate the
utility coordination effort:
1. Prepare utility base file that represents existing utilities to remain and utilities to be
relocated. Intent of the base file is to represent field conditions that will be encountered
by the roadway contractor.
Page 15 of 18 Exhibit B
2. Develop and update utility conflict log that includes potential conflict identification and
resolution.
3. Attend utility coordination meetings (12 maximum), as requested to facility utility
conflict identification and resolution.
4. Coordinate with the City to determine the location of relocated utilities (utility
assignments).
5. Coordinate with utility providers, review their relocation plans and make
recommendation for approval of ROW Permit application.
6. Be proactive in tracking utility provider relocation progress vs. the City's franchise
agreement.
E. Quantities/Summary Sheets - Updated summary sheets should be provided at the 60%,
90% and Final submittals.
F. Standards, Specifications and Estimate — Updated estimates should be provided at the
60%, 90% and Final submittals.
G. Preparation of Bid Documents/Review Bids
Page 16 of 18 Exhibit B
Deliverable/Submittal Requirements
At each submittal, Engineer will provide a pdf of submitted documents and native files
(CADD files, calculation spreadsheets, roadway and drainage models, etc.) to the city.
Initial Submittal (Geometric Schematic)
Provide the City with all required items, including four(4)paper copies and one (1) pdf copy for
review of the items below.
1. Preliminary Geometric Schematic (Roll Plot)
2. Preliminary Property Schematic
3. Preliminary Sequence of Construction Layouts (Roll Plot)
4. Preliminary Drainage Report
5. Preliminary Geotech Reports
6. Construction Cost Estimate
7. Preliminary Supporting Documents: Design Summary Form, Design Cross Sections, and
Potential Utility Conflicts list, etc.
30% Submittal (Final Geometric Schematic/ROW Limits)
Upon addressing the review comments, the Engineer will provide the City with all required
items, included four(4) paper copies and one (1)pdf copy of the items below.
1. Final Geometric Schematic
2. Final Property Schematic/Draft ROW Plan Set
3. Final Sequence of Construction Layouts
4. Final Drainage Report
5. Final Geotech Reports
6. Updated Supporting Documents: Cost Estimate, Design Summary Form, Design Cross
Sections, Environmental Documents, Potential Utility Conflicts, Preliminary
Construction Timeline,Review Comment Resolution Log, etc.
60% Submittal (PS&E)
Following approval of the geometric schematic, the Engineer will provide the City with all
required items, included four(4) paper copies and one (1)pdf copy of the items below.
1. Plans w/o standards
2. Final ROW Plan Set
3. Utility Layouts/Status
4. Updated Supporting Documents: Cost Estimate, Design Summary Form, Design Cross
Sections, Environmental Documents, Construction Timeline, etc.
90% Submittal(PS&E)
The Engineer will provide the City with all required items, included four(4) paper copies and
one (1) pdf copy of the items below.
1. Updated Plans w/ standards
2. Utility Layouts/Status
3. Updated Supporting Documents: Cost Estimate, Design Summary Form, Design Cross
Sections, Environmental Documents, Construction Timeline, General Notes, Special
Specification/Provisions, etc.
Page 17 of 18 Exhibit B
Final Submittal (PS&E)
The Engineer will provide the City with all required items, included four(4)paper copies and
one(1)pdf copy of the items below.
1. Final Plans w/standards
2. Final ROW Plan Set
3. Final Utility Layouts/Status
4. Final Supporting Documents: Cost Estimate, Design Summary Form, Design Cross
Sections, Environmental Documents, Construction Timeline, General Notes, Special
Specification/Provisions, Project Manual, Bid Forms, etc.
Page 18 of 18 Exhibit B
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Exhibit D
Fee Schedule
SUMMARY
RODRIGUEZ TRANSPORTATION GROUP,Inc. City of Round Rock
Estimate of Engineering Services Budget Gattis School Road(Segment 2)
RODRIGUEZ CONSOR FORESIGHT INLAND K FRIESE THE
TASK TRANSPORTATION ENGINEERS PLANNING A GEODETICS A ASSOCIATES RIOS GROUP TOTAL
GROUP,INC. LLC ENGINEERING,LLC LLC INC. INC. COST
FC 110 Route and Design Studlaa;Gaotachnlcal Investigation $40230.81 $0.00 $14,202.59 $0.00 $0.00 $0.00 $54,433.40
FC 120 Envlronmantal Documentation $86,321.1 $0.00 $0.00 $0.00 $0.00 $0.00 $86,321.14
FC 130 ROW Data/Utillties $11,006. $0. $0.00 $81,742.00 S0.00 $14.315.66 $107.064.60
FC 140 Project Manapenrnt and Administration $49,905 $13,987.7 50.00 $4,816-00 $26.330.00 $5,331.24 $100,370.50
FC 150 Field Surveying and Pholopamme" S3,040 $0.00 $0.00 $41,574.00 $0.00 $0.00 $44,614.96
FC 160 Roadway $133,491.85 $0.00 $0.00 $0.00 $0.00 $0.00 $133,491.86
FC 161 Drainage $130.691.01 $0.00 $0.00 $0.00 $0.00 $0.00 $130,691.01
FC 162 Slit ing,Pavement Markings,Signals and Illumination $12,20120 $124,297.13 $0.00 $0.00 $0.00 $0.00 $136,498.33
FC 163 Mhpllaneow $196,452.24 $0.00 $0.00 $0.00 $183,010.00 $0.00 $378.462.24
Subtotal-Labor $ 662,341.71 S 138,284.83 $ 14,202.59I S 128,132.00 $ 209,340,00 $ 19,646.90 $ 1.171.948.03
Subtotal-Other Direct Expenses $ 700.00 $ 196.60 $ 21,527.40 $ - S 292.00 $ 35,510.00 $61,195.90
GRAND TOTAL $ 663,041.71 S 138.481.33 S 35,729.99 S 126,132.00 $ 206,l02A6 S 56,156.90 $ 1,233,143.93
Page 1 of 10 Exhibit 11
EXHIBIT E
Certificates of Insurance
Attached Behind This Page
C I ient#: 160210 ROD RITRA
ACORD.. CERTIFICATE OF LIABILITY INSURANCE DATE(IAMIDDfvYYY)
7/15/2022
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the poilcy(les)must have ADDITIONAL INSURED provisions or be endorsed.
H SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certaln policies may require an endorsement.A statement on
this certificate does not confer any rights to the certificate holder In lieu of such endorsement(s).
PRODUCER CT
US[Southwest . Eat:713 490-4600 AM No): 713-490-4700
9811 Katy Freeway, Suite 500 E
Houston,TX 77024
YfSURER S AFFORDING COVERAGE NUN:/
713 490-4600 INSURER A:Travelers Indemnity Co of America 25666
INSURED elauRER B:Travelers Property Cas.Co.of America 25674
Rodriguez Transportation Group,Inc. a+SuRER C:Travelers Casualty and Surety Company 19038
11211 Taylor Draper Lane#100 Berkley insurance Company 32603
Austin,TX 78759 INSURER D: Y f� Y
INSURER E:
INSURER F,
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN ppRppE��DUCED BY PAID CLAIMS.
L� TYPE OF INSURANCE POLICY NUMBER MMiD F MJD LIMITS
A X COMMERCIAL GENERAL LIABILITY 680OJ802146 0511012022 05/1012023 EACH OCCURRENCE s2 000 000
—1
CLAMS MADE XI nccup aENTEO $1 000 000
MED EXP(Any one $5 000
_ PERSONAL 3 ADV INJURY s2,000,000
GENL AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE s4 00O 000
POLICY D JE C LOC PRODUCTS COMPIOP AGG s4,000.000
OTHER $
B AUTOMOBILE LIABILITY BA711747515 5/10/2022 OSh O/Z02 COAeeI(,I SINGLE LIMIT 1 000,000
X ANY AUTO BODILY INJURY(Per Person) S
OWNED SCHEDULED OS BODILY INJURY(Per acdders) S
AUTOS
ONLY AUTOS
X AUTOS ONLY X NON-OWNED PROPERTY DAMAGE $
AUTOS ONLY nl
s
B X UMBRELLA LIAR X OCCUR CUP8F92630A 5/10/2022 05/10/2023 EACH OCCURRENCE $5 000 000
EXCESS LIAR CLAIMS-MADE AGGREGATE s5.000.000
DIED I X RETENTION$10000 $
C WORKERS COMPENSATION U85K036314 5/10/2022 05/10/2023 X 15,RTLITEI IOTH-
AND EMPLOYERS'LIABILITY
Ea—
ANY PROPRIETORIPARTNERIEXECUTIVE YIN N E.L.EACH ACCIDENT S1,000,000
OFFICERIMEMBER EXCLUDED? Y N I A
(Myyaeenssdsitory In NH) E.L.DISEASE-EA EMPLOYEE $1 000 000
debe under
DESCRIPsTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1 000 000
D Professional Liab AEC905690205 7/22/2022 07/2212023 ;5,000,000 per claim
Claims Made 81 Retro:07/22/1996 $5,000,000 annl aggr.
Re rted Pol
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,mey be attached H more space Is required)
Blanket Additional Insured(all policies except Workers Compensation)is provided if required by written
contract executed prior to a loss but limited to the operations of the Named Insured.Blanket Waiver of
Subrogation Is provided on all policies as required by written contract executed prior to a loss,except as
prohibited by law.Umbrella Follows Form.
'•Workers Comp Information"
(See Attached Descriptions)
CERTIFICATE HOLDER CANCELLATION
C Manager SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
g THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
City of Round Rock; ACCORDANCE WITH THE POLICY PROVISIONS.
221 E.Main Street
Round Rock,TX 76664 AUTHORIZED REPRESENTATIVE
�C -
0 1988-2015 ACORD CORPORATION.All rights reserved.
ACORD 25(2016/03) 1 of 2 The ACORD name and logo are registered marks of ACORD
#S36741750/M36740999 DYGZP
DESCRIPTIONS (Continued from Page 1)
Proprietors/Partners/Executive Officers/Members Excluded:
MARK RODRIGUEZ PRESIDENT,ELECOFC
RE: Gattis School Road.
SAGITTA 25 3(2016/03) 2 of 2
#S36741750IM36740999