Contract - CP&Y dba STV Infrastructure - 7/13/2023 r
ROMOMM ROC[TEXAS
CITY OF ROUND ROCK
CONTRACT FOR ENGINEERING SERVICES
FIRM: CP&Y DBA STV INFRASTRUCTURE ("Engineer")
ADDRESS: 13809 Research Boulevard Suite 300 Austin TX 78750
PROJECT: Kenne Fort Blvd.Sea. 5&6
THE STATE OF TEXAS §
COUNTY OF WILLIAMSON §
THIS CO CT OR 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,w se 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:
Roozozs~Zcro
Engineering Services Contract Rev.02122
0199.202323;4879-5272-6376 4879-8103-9872;00192831
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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 Two Million Three Hundred Seventy-One Thousand Two Hundred Thirty-Eight and 79/100
Dollars($2,371,238. 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.
ARTICLE 6
PROMPT PAYMENT POLICY
In accordance with Chapter 2251,V.T.C.A.,Texas Government 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:
Greg Ciaccio
Project Manager
3400 Sunrise Road
Round Rock,TX 78665
Telephone Number(512)218-7017
Mobile Number(737)343-2431
Fax Number N/A
Email Address gciaccio@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:
Anthony Serda,P.E.
Vice-President
13809 Research Boulevard,Suite 300
Austin,TX 78750
Telephone Number(512)241--2228
Fax Number(512)349-0727
Email Address Anthon .Serda stvinc.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 Proj ect.
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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 TERMS/BREACH 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
TERNIINATION
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 Services completed
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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(S 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 against a firearm
entity or firearm trade association;and(2)will not discriminate during the term of the contract against a
to
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:
Anthony Serda,P.E.
Vice-President
13809 Research Boulevard, Suite 300
Austin,TX 78750
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
performance as defined herein. Where damage is caused to City due to Engineer's negligent failure to
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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
CP&Y DBA STV INFRASTRUCTURE
By:
Sign ure of Principal
Printed Name: Robin Handel, PE
17
CITY OF ROUND ROCK,TEXAS APPROVED AS TO FORM:
By:
Craig Mor n, May Stephanie L. Sande-,City Attorney
ATTEST:
B .
Meagan Spin C1 k
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
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EXHIBIT A
City Services
Kenney Fort Boulevard Segments 5 &6
Old Settlers Blvd to University
PS&E Phase
The City will furnish to the Engineer the following information and/or perform the following tasks:
I. Provide any existing data the Owner has on file concerning the project,if available.
2. Assist with the coordination of any required public involvement,attend one-on-one meetings with
officials, neighborhood groups, and local businesses and attend an open house, if necessary. For
public meetings or hearings, schedule and reserve the meeting location and place the required
advertisements.
3. Assist the Engineer, as necessary,in obtaining any required data and information from the State,
County, Upper Brushy Creek Water Control & Improvement District, neighboring Cities and/or
other franchise utility companies.
4. Give prompt written notice to Engineer whenever the Owner observes or otherwise becomes
aware of any development that affects the scope or timing of Engineer's services.
5. Meet on an as needed basis to answer questions,provide guidance and offer comment.
6. Provide construction inspection and construction testing services including coordination and
scope of services.
7. In conjunction with the Texas Department of Transportation(TxDOT),provide the following:
a) Federal Highway Administration(FHWA)coordination
b) Environmental document review
c) Relevant prior and/or adjacent plan sets,studies,and planning documents
d) Ground Penetrating Radar(GPR)testing that may exist
e) Review and approval of traffic volume projections
f) Equivalent Single Axle Load(ESAL)calculations
8. Provide existing signal timing information for study intersections.
Exhibit A
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EXHIBIT B
Engineering Services
Kenney Fort Boulevard Segments 5 &6
Old Settlers Blvd to University Blvd.
The Kenney Fort Boulevard(Segments 5&6)Project will extend Kenney Fort Boulevard as a 6-lane divided urban arterial
with curb and gutter, storm sewer, signals, and illumination from the current terminus at Old Settlers Blvd towards the
north to University Blvd and remove the section of CR 117 from CR 112 to approximately north of Linda Herrington
Elementary School.The total length of the Kenney Fort Blvd.extension is approximately 2.7 miles.
The Engineer shall provide the necessary engineering and technical services for the completion of schematic development,
environmental studies,public involvement, surveying and mapping, and final PS&E design for the project for a buildable
set of construction documents.
Services related to the design and plan production for this project will be performed in accordance with the latest available
City of Round Rock and TxDOT manuals,guidelines and standards,as applicable.
The development of the project will be consistent with applicable City of Round Rock and TxDOT design procedures and
practices.This project will be developed utilizing Microstation V8i,Bentley Geopak V8i and AutoCAD Civil 3D
Agency abbreviations are as follows:
City of Round Rock (City) , Texas Department of Transportation (TxDOT), Texas Department of Transportation
Environmental Division (TxDOT-ENV), Federal Highway Administration (FWHA), Capital Area Metropolitan Planning
Organization(CAMPO),Environmental Protection Agency(EPA),Texas Historical Commission(THC),National Register
of Historic Places (NRNP), Federal Emergency Management Agency (FEMA), Texas Commission on Environmental
Quality(TCEQ),Upper Brushy Creek Water Control and Improvement District(UBWCID).
The tasks and products are more fully described in the following TASK OUTLINE.
TASK OUTLINE
I. ROUTE AND DESIGN STUDIES
A. DATA COLLECTION
1. Perform field investigations of the project. These investigations will include site visits to the project site and
adjacent area to gather pertinent information relating to the corridor.Field investigations will also be performed to
review individual property locations and the impacts of the alignment to that property.
2. Develop a photo inventory of the project site for reference in project meetings,discussions with stakeholders and
discussions with developers, etc. during the project development, which shall include unmanned aerial vehicle
(UAV)drone images(`personal'drone devices)which limits heights to 400'ft above ground elevation.
3. Gather and review information from the City and TxDOT including existing Kenney Fort Blvd,Old Settlers Blvd,
CR 112,University Blvd, and site development plans,project files, automated road inventory sheets, PMIS data,
existing geometric conditions, existing typical sections, existing drainage facilities, existing bridge and culvert
data and traffic data. Gather and review related existing and draft studies from TxDOT and the City. Gather and
review information from various planning documents such as the CAMPO 2040 plan, Texas Transportation Plan,
Transportation Improvement Plan and the City master street/road plans impacting the project.
4. Gather and review County and City parcel data and preliminary plats along the project corridor.
5. Obtain FEMA Flood insurance maps and corresponding studies relating to the project corridor.
B. AGENCY COORDINATION
1. Prepare for and conduct kick-off meeting with the City to develop agency coordination plan.
2. Prepare for and conduct kick-off meeting with the County.
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(a) Hold up to three(meetings with the County),in addition to the kick-off meeting
3. Prepare for and conduct kick-off meeting with the Developers.
C. GEOTECHNICAL INVESTIGATIONS
Our scope of services will be to determine subsurface soil conditions at the site and develop flexible and rigid
pavement design recommendations and construction guidelines for segments 5 & 6 of Kenney Fort Boulevard.
The design 18-kip Equivalent Single Axle Loads (ESALs) will be determined by street classification and/or
anticipated average daily traffic (ADT) counts for a 20-year asphalt and 30-year rigid design life in general
accordance with the City of Round Rock Transportation Criteria Manual.
In addition,we understand approximately 3,500 lineal feet of retaining walls are planned.Maximum walls heights
are expected to be no more than 10 ft tall.
(a) FIELD SERVICES
As part of our scope of work,RKCI will perform the following:
(i) Develop soil-boring layout spaced approximately 1,000 feet apart for roadway borings and
approximately 500 ft apart for retaining wall borings along the alignment for the City of Round Rock
approval prior to mobilization.
(ii) The boring locations will be located in the field utilizing tape and right angle measurements from
existing benchmarks or using a recreational grade Global Positioning System(GPS)device.Our scope
of services does not include surveying of the boring locations.
(iii) Subsurface soil conditions will be explored by drilling 15 pavement borings to 15 ft and 5 retaining
wall borings to 20 ft below the existing ground surface utilizing a truck mounted drilling rig. Samples
will be taken on 2 ft intervals. The above field work will be supervised by a graduate engineer or
geologist familiar with local geology and TxDOT standards for drilling and sampling. We have
assumed that the borings can be drilled during the day,right of entry is provided, and that all boring
locations will be accessible to a truck-mounted drill rig.
(iv) Perform dynamic cone penetrometer(DCP) testing at selected boring locations to evaluate subgrade
stiffness.
(b) LABORATORY TESTING
Upon completion of the subsurface exploration,a testing program will be designed to define the strength and
classification characteristics of soils. The testing program may include but not limited to the following tests:
moisture content tests, Atterberg Limits (plasticity tests), sieve analysis, sulfate content, unconfined
compression tests,pH/lime series,and California Bearing Ratio.
(c) GEOTECHNICAL ENGINEERING REPORT DELIVERABLE
The results of our field and laboratory testing will be utilized to determine the moduli of the existing asphalt
pavement section and underlying subgrade. This information will then be utilized to provide new pavement
design recommendations. The geotechnical engineering report will include the following information and
recommendations,if applicable:
(i) Geotechnical Investigation prepared by a professional geotechnical engineer with 15+ years of
experience conducting roadway projects within the City of Round Rock(Williamson County).
(ii) The following items will be included in the geotechnical report: soil boring locations, boring logs,
boring location map,subsurface exploration procedures,field and laboratory test results,description of
surface and subsurface conditions, groundwater conditions, estimated effective PI and estimated PVR
calculations.
(iii) Prepare retaining wall information in accordance with TxDOT specifications.
(iv) Prepare 3 pavement design options for Kenney Fort Boulevard Segments 5&6,which will include
2 flexible pavement options and 1 rigid pavement.The pavement design analyses will be performed in
general accordance with the City of Round Rock Transportation Criteria Manual and utilizing
TxDOT's Pavement Design software,FPS21.
(v) A Draft Pavement Report will be submitted to the design team comments and review. Comments will
be incorporated in the final deliverable that will be reproduced in one electronic copy for distribution.
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D. SCHEMATIC LAYOUT DEVELOPMENT
1. Develop the roadway design criteria established in the route alternative stage for the project to be discussed,
revised and approved by the City.This set of criteria will then be compiled and documented into a design criteria
spreadsheet.
2. Alignment Study
(a) Develop an alternative geometric configuration for Kenney Fort Blvd within the project limits to satisfy the
project goals of the City.Prepare conceptual cost estimates for the project.
(b) Produce an exhibit depicting the above geometric configuration to a detail level sufficient for City review.
3. Develop existing and proposed typical sections for inclusion on project schematics.
4. Develop preliminary schematic cross sections at 100' intervals.These cross sections will be for estimation of cut
and fill quantities,as well as determining retaining wall locations and heights.
5. Determine retaining wall limits for the project roadway.
6. Develop a conceptual traffic control plan primarily utilization typical sections. Conceptual plans are intended to
depict major phases of traffic control on scroll plots. These conceptual layouts will propose methods for
constructability and can serve as a basis for future development of PS&E documents.
7. Develop pavement edges for the selected configuration that will be shown on the schematic layout.
S. Finalize Engineer's opinion of probable cost for the selected configuration.
9. Prepare project schematic plots for the project corridor. Plots will include required elements suitable for
submission to the City with a 1"=100' horizontal scale and 1"=10' vertical scale. Depict the following on the
project layout plot:
(a) The horizontal alignments will show bearings in the tangent sections and curve data including delta angles,PI
stations, tangent lengths, length of curve, and radii. The plan views will show the centerline, edge of
pavement, striping, lane widths, shoulder widths, cross slopes, superelevations with transitions, direction of
traffic flow,and layouts for speed change lanes.
(b) The vertical alignment will show existing and proposed elevations at 100-foot intervals, vertical curve VPI
stations,curve lengths,superelevation rates and transitions,design speeds,and"K"values.
(c) The existing apparent ROW limits and proposed ROW limits.
(d) Anticipated retaining wall locations.
(e) Proposed striping and lane numbers,and proposed signal pole locations.Small signs will not be developed at
the project layout phase.
(f) Current and projected traffic volumes as developed by the traffic data collection and analysis task and
proposed design speed.
(g) Existing utility locations in plan emphasizing those, which are in conflict with the proposed construction.
Proposed utilities will not be shown.
(h) Significant drainage structures(existing and proposed)as determined by Hydrologic and Hydraulic report.
E. TRAFFIC DATA COLLECTION,ANALYSIS AND REVIEW
To determine traffic volumes for the pavement design year,the Engineer shall perform the following tasks:
The Engineer shall develop a technical memorandum to summarize all analysis performed.The following tasks shall
be completed:
1. Coordinate with the City,State,Williamson County,CAMPO,and project team to obtain necessary information.
2. Develop traffic volumes(24-hour)for pavement design year.
3. Review traffic forecasts with the City/State/William son County to obtain feedback and approval.A total of two(2)
meetings have been assumed for budget purposes for the duration of the project.
F. HYDROLOGY AND HYDRAULIC ANALYSIS
1. Crossing Structure Hydrology and Hydraulic Analysis(Schematic layout Phase)
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Perform preliminary hydrologic and hydraulic analysis/design to determine location and sizes of outfalls and cross
drainage structures utilizing Atlas 14 rainfall data or approved data for City of Round Rock and UBCWCID
requirements.
Anticipated outfalls/structures are:
(i) Outfall at Old Settlers Boulevard into Chandler Branch Tributary 5.02
(ii) Crossing/outfall to Chandler Branch Tributary 5 north of Bluffstone Drive
(iii) McNutt Creek north of CR 112
(iv) McNutt Creek south of CR 112
(v) Outfall to UBCWCID Dam 16 or McNutt Creek Trib 01 B
(b) Hydrology
For these crossings the hydrologic analysis will be performed using HEC-HMS software performing the SCS
Unit Hydrograph method. The most up to date UBCWCID models will be used as best available data.
Existing land use condition will be assumed for drainage areas outside the proposed ROW. The loss, routing
and precipitation methodologies used in the UBCWCID will be used for these subdivided area. Existing and
proposed flows for the two(2),ten(10),twenty-five(25) and one-hundred(100)year frequency storms will
be computed.
(c) Hydraulics
The design criteria for these crossings will be based on the City's Drainage Specification Requirements. A
summary of this criteria will be prepared and reviewed with the City. The hydraulic analysis will be
performed using HEC-RAS software. Tailwater assumptions will be based off the water surface elevations
from the most up to date UBCWCID or Wilco Atlas 14 models.
2. Hydrology and Hydraulic Impact Analysis
This section includes the analysis of the project impacts to McNutt Creek, McNutt Creek Trib 01 McNutt Creek
Trib 01B,Chandler Branch Trib 5.2 and Chandler Branch Tributary 5 including the crossings at:
(i) McNutt Creek
a) CR 112
1. The Engineer shall coordinate with adjacent projects and studies.The proposed bridge shall be
included in this project.
(ii) Chandler Branch Tributary 5
a) Bluffstone Drive
b) Old Settlers Boulevard
(b) Data Collection
The Engineer will collect and review the existing hydrologic and hydraulic analyses for the existing culverts
at the three culverts listed above. The Engineer will conduct field investigations to observe existing channel
characteristics and bridge/culvert structures.The Engineer will assess channel and overbank roughness values
using field notes and photographs.
(c) Hydrology
The Engineer will expand upon the hydrology developed with the crossing structures above to assess the
hydrologic impact of the proposed improvements. The change in flow due to the proposed project will be at a
minimum quantified at the three culvert structures listed above.
(d) Hydraulics
The Engineer will analyze existing and proposed conditions hydraulics as a result of the proposed
improvements using HEC-RAS. This includes assessing the hydraulic impacts as a result of any changes to
the hydrology, the potential addition of embankment in the floodplain and analysis of the three culvert
structures. The Engineer will summarize the relative impacts to computed water surface elevations between
existing and proposed conditions.
(e) Mitigation
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The Engineer will advise the City of the findings of the hydraulic analysis via memorandum. If no mitigation
produces adverse impacts,the Engineer will advise the City in the memorandum of the impacted properties to
determine if mitigation is required.
(f) Based on the current effective FEMA-FIRM(date December 19,2019)preparation of a Conditional Letter of
Map Revision(CLOMR)and/or Letter of Map Revision(LOMR) are not anticipated and are not included in
this scope of services. A determination if this work is needed based of a decision by the local floodplain
administrator after the impacts have been assessed.
3. UBCWCID Impact Analysis
This section anticipates two coordination meetings with UBCWCID to determine impacts to the UBCWCID
facilities including:
(i) Dam 16 and
(ii) Dam 17
The Engineer shall determine if there is any fill within the reservoirs for the above referenced dams and the
additional runoff volume associated with the proposed roadway project. Any fill will require compensatory cut at
125% of the fill volume and any increase in runoff volume will require compensatory mitigation equal to the
volumetric increase.
The engineer will identify potential sites for the compensatory cut and mitigation volume.
4. Drainage Report
The Engineer will prepare preliminary hydraulic report. The preliminary drainage report that includes a section
summarizing the findings of the Crossing Structure Hydrology and Hydraulic Analysis(Schematic layout Phase)
above.This section of the report will include:
(i) Exhibits showing the contributing area to each anticipated crossing structure.
(ii) Preliminary sizing of each structure
(iii) Determination if any proposed drainage easements are required to adequately drain the proposed
facility including typical ditch calculations and inundation areas created by the culvert crossings.
(iv) Cost estimates for the culvert crossings.
(v) Preliminary culvert layouts.
The preliminary hydraulic report will also include sections summarizing the methodology and results used in the
Hydrologic and Hydraulic Impact Analyses.This section of the report will include:
(i) Preliminary culvert hydraulic data sheets for the three(3)crossings.
(ii) Exhibits showing the three(3)mitigation alternatives
(iii) Summarize the results of the mitigation alternatives
(iv) Develop a recommended alternative
G. WATER QUALITY
This project is not contained in the Edwards Aquifer Recharge or Contributing zones and is only adjacent to the
Transition Zone.TCEQ BMP design and coordination is not included in this scope of services.
II. SOCIAL,ECONOMIC&ENVIRONMENTAL STUDIES AND PUBLIC INVOLVEMENT
Environmental services will consist of"due diligence"studies and technical reports for the portions of Kenney Fort
Blvd between Old Settler's Blvd and University Blvd
A. ENVIRONMENTAL SERVICES
1. RIGHT-OF-ENTRY SERVICES
Perform property ownership research utilizing the Williamson County Appraisal District records (Tax Maps and
Ownership Records)and compile a list(Excel Spreadsheet)of landowners for distribution of right of entry letters.
Obtain"right-of-entry" by signed letter from the owner of each of the subject properties. Also, contact property
owners in advance of field surveys or to address specific property owner concerns about the work to be performed
or being performed.This scope anticipates that the City will handle problems regarding landowners that refuse to
grant right-of-entry or are otherwise hostile with respect to the completion of this scope of services. Record and
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report results of mailings for future action.Landowner contacts will be recorded and provided to the Client.
2. ENVIRONMENTAL CONSTRAINTS ANALYSIS
(a) OBTAIN EXISTING ENVIRONMENTAL CONSTRAINTS DATA
Perform a desktop review of environmental constraints of the proposed study area.Constraints to be identified
include:
(i) Cemeteries
(ii) Parks
(111) Soils
(iv) Properties on the National Register of Historic Places
(v) Archeological sites
(vi) Hazardous material sites
(vii) Data from the Texas Parks and Wildlife Department's Natural Diversity Database
(viii) United States Fish and Wildlife Service's Critical Habitat Mapper
(ix) National Wetland Inventory Data
(x) Floodplains
(xi) National Hydrography Dataset
(xii) Land Uses identified through aerial photo interpretation
(b) FIELD RECONNAISSANCE
Conduct a field reconnaissance of the study area to verify and update the information identified through the
desktop review.
{c) PRELIMINARY ENVIRONMENTAL CONSTRAINTS MAP
Prepare a preliminary environmental constraints map of the study area on digital orthophotography using GIS.
The map shall include information from the desktop review and additional data obtained from the field
reconnaissance.
(d) TECHNICAL MEMORANDUM
A technical memorandum describing environmental constraints within the study area will be prepared. The
technical memorandum will include the above-mentioned items and the environmental constraints map will be
included as an appendix. This information shall be provided to the project design team to assist in the
development of alignment alternatives.
(e) PRELIMINARY EVALUATION OF ALIGNMENT ALTERNATIVES
Evaluate alignment alternatives developed by the design team based on environmental, engineering, and cost
constraints.
(f) COORDINATION MEETINGS
Environmental staff shall participate in up to five coordination meetings with the City to discuss the status
and/or findings of environmental investigations and studies.
B. DUE DILIGENCE STUDIES
1. Waters of the U.S./Wetlands/Floodplains
The Engineer will conduct due diligence investigations and perform a field survey to confirm the presence and
extent of jurisdictional waters and jurisdictional wetlands within the proposed right-of-way. Investigation findings
and survey results will be documented in a Water Quality Technical Report. Wetland delineations will be
conducted using the three-parameter approach as outlined in the U.S.Army Corp of Engineers(USACE)Wetlands
Delineation Manual (1987) and Regional Supplement to the Wetland Delineation Manual for the Great Plains
Region (2010). Wetland data forms will be completed assessing hydrophytic vegetation, hydric soils, and site
hydrology at each wetland.The Water Quality Technical Report will include an assessment of Section 404 permit
requirements. Copies of wetland data forms will be included in the technical report.
National Flood Insurance Program (NFIP) maps will be used to determine whether the proposed right-of-way
encroaches on the base (100-year) floodplain. Floodplain areas within the project area will be identified and
mapped; encroachment area (in acres) will be quantified. The Water Quality Technical Report will include a
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discussion of the number and extent of encroachments, potential for increased flood hazard, any support of
incompatible floodplain developments,and their potential impacts. In addition,if encroachments would occur,the
technical report will include a preliminary indication of whether the encroachment would be consistent with or
would require a revision to the regulated floodway.
The draft Water Quality Technical Report will be submitted to the City for review. The Engineer will respond to
up to two (2) rounds of review comments from the City. After addressing the City's review comments, a final
report will be submitted to the City for inclusion in the project record.
2. Threatened and Endangered Species Habitat Assessment
A survey of the project area will be conducted to identify potentially suitable habitat state and federally-listed
threatened, endangered, and candidate plant and animal species. A Habitat Assessment Technical Report
summarizing the habitat survey findings will be prepared. The technical report will include a literature review for
known karst invertebrate and salamander habitat in the project area and an analysis of the potential for project-
related impacts to threatened and endangered species and to designated critical habitat.
A draft Habitat Assessment Technical Report will be submitted to the City for review. The Engineer will respond
to up to two(2)rounds of review comments from the City. After addressing the City's review comments, a final
report will be submitted to the City for inclusion in the project record
Under this task project personnel will, if requested by the City, attend up to three (5)meetings with the City,
USFWS,and/or the Williamson County Conservation Foundation.
3. Hazardous Materials Initial Site Assessment
A database search and visual inspection will be conducted to assess the potential for encountering hazardous
materials/contaminated materials within the proposed right-of-way. The results of the database search/visual
inspection will be documented in a Hazardous Materials Initial Site Assessment Technical Report. The technical
report will contain,if warranted,recommendations for further investigation and/or testing.
A draft Hazardous Materials Initial Site Assessment Technical Report will be submitted to the City for review.
The Engineer will respond to up to two(2)round of review comments from the City. After addressing the City's
review comments,a final report will be submitted to the City for inclusion in the project record.
4. Cultural Resources
The cultural resources study would consist of desktop archival research, an intensive archeological field survey,
and production of a report suitable for review by the SHPO in accordance with the THC's Rules of Practice and
Procedure, Chapter 26, Section 26, and the Council of Texas Archeologists' (CTA) Guidelines for Cultural
Resources Management Reports.
(a) Task 1—Archival Research and Agency Coordination
Prior to initiating fieldwork,Horizon will:
(i) Perform basic archival research at the THC, the General Land Office (GLO), the National Park
Service's (NPS)online National Register Information System (KRIS), and/or other relevant archives
for information on previous cultural resources investigations conducted in the vicinity of the project
area and previously recorded archeological sites and historic properties within and in the vicinity of the
project area.Desktop archival studies will examine a 1.0-mile radius surrounding the project area.
(ii) Review the abovementioned archives; historical, geological, topographic, and soil maps; and aerial
photographs prior to initiating fieldwork to evaluate the potential for encountering significant cultural
resources within the project area.
(iii) Define the Area of Potential Effect(APE)of the proposed project based on applicable federal and state
agency guidelines, taking into account the horizontal extent of the construction footprint,the vertical
depth of ground-disturbing impacts, and potential indirect (e.g., viewshed) effects beyond the
construction footprint.
(iv) Apply for and obtain a Texas Antiquities Permit from the THC (required for any project that falls
under the jurisdiction of the Antiquities Code of Texas).The application for a Texas Antiquities Permit
requires the signature of the project sponsor and/or landowner, as appropriate, as well as the
archeological Principal Investigator.The Texas Antiquities Permit must be issued by the THC prior to
the initiation of any cultural resources field activities.
(b) Task 2—Archeological Survey Fieldwork
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Horizon will:
(i) Perform an intensive archeological survey, consisting of pedestrian walkover with surface inspection
and systematic shovel testing at a level of intensity sufficient to meet or exceed the Texas State
Minimum Archeological Survey Standards(TSMASS) and guidelines established by the CTA unless
field conditions warrant excavation of more or fewer shovel tests.
(ii) Document any cultural resources encountered to a sufficient degree to make preliminary
recommendations of the significance of the resources in terms of their eligibility for inclusion in the
NRNP and/or for designation as SALs,as appropriate.
(iii) Inspect the locales of any previously recorded archeological sites within the project area, assess their
current condition,and document the sites to a sufficient degree to make preliminary recommendations
of the significance of the resources in terms of their eligibility for inclusion in the NRNP and/or for
designation as SALs,as appropriate.
(c) Task 3—Technical Report
Horizon will:
(i) Complete and submit State of Texas Archeological Site Data Forms (for new archeological sites) or
State of Texas Archeological Site Update Forms (for previously recorded archeological sites) to
TARL.
(ii) Permanent site trinomials will be obtained from TARL for any new archeological sites documented
within the project area during the survey.
(iii) Assess the significance of any cultural resources within the project area in terms of their potential
eligibility for inclusion in the NRNP and/or for designation as SALs,as appropriate.
(iv) Develop a draft technical report detailing the project background,environmental and cultural setting of
the project area,research goals and survey methods, survey results,recommendations for any cultural
resources documented during the survey,and a bibliography of references cited suitable for review by
the THC and any other applicable regulatory agencies.
(v) Submit a preliminary review copy of the archeological draft report describing the results of the survey
in electronic(PDF)format to the client or review.Following approval of the draft report by the client,
Horizon will submit an electronic copy of the report to the THC and any other applicable regulatory
agencies for review and comment.Horizon will coordinate review with the regulatory agencies unless
the client would prefer to coordinate agency review directly.
(vi) Respond to any comments on the draft report offered by the THC and any other applicable regulatory
agencies and produce a final report.
(vii) Submit the final report to the client and the THC.
(d) Task 4--Records Curation
Horizon will:
(i) Prepare project records for curation at TARL per the requirements of the Antiquities Code of Texas
and TARL's Stipulations and Procedures for the Preparation of Archeological Records and
Photographs,Curation Supplies,and Sources and/or Stipulations and Procedures for the Preparation of
Archeological Material Collections,as appropriate.
C. PUBLIC INVOLVEMENT
1. Project Management
CD&P will prepare monthly invoices and progress reports as requested to include activities completed,initiated,or
ongoing during the reporting period.CD&P will also participate in regular status meetings with the City of Round
Rock and the internal CD&P team to stay up to date on project development and technical issues that may trigger
additional messaging or outreach needs.
(a) Prepare monthly invoices(up to 24)and status reports(up to 12)
(b) Participate in a project kick-off meeting
(c) Participate in CP&Y internal meetings(up to 24)and regular status meetings with City of Round Rock(up to
12)
2. Public Involvement Plan
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CD&P will work with the City to develop a public involvement plan that will guide an inclusive and meaningful
outreach program that incorporates input to develop community supported solutions. The plan will outline initial
stakeholders to engage,outreach,an anticipated timeline,and evaluation metrics to gauge success of outreach and
adjust strategies as needed.
(a) Develop Public Involvement Plan and update as needed throughout the study
3. Project Materials
CD&P will develop project materials to explain the project development and design process, and how to be
involved. The purpose of these materials will be to relay information to the public in a clear, concise, and
transparent manner.Maps and infographics will be developed for inclusion in materials to demonstrate elements of
the project.CD&P will identify appropriate materials for different phases,including a fact sheet,Frequently Asked
Questions, and email updates not related to public meetings, and update as needed throughout the process.
Materials will be made available on the project website,at public involvement activities,and via mail or email as
requested.If materials translation is deemed necessary,CD&P will work with the City of Round Rock to develop
a supplement for these services.
CD&P will develop content to be shared on a project webpage hosted through the City of Round Rock's website.
This content will include background information on the project and team contact information and will be updated
to include public meeting details,links to meeting materials,and a public meeting summary report.
(a) Provide fact sheet and revise as necessary(up to 1)
(b) Prepare FAQs and revise as necessary(up to 1)
(c) Prepare project email updates(up to 3)
(d) Provide content for project page to be hosted on the City of Round Rock website
4. Outreach and Communications
CD&P will provide outreach to engage those that live near the project limits,travel in the area, and other groups
and individuals that may be interested in the project.CD&P will coordinate with the City to gather existing contact
lists, updating and maintaining a stakeholder database to include neighborhood contacts, landowners, City
contacts,nearby businesses,elected/public officials,and any interested individuals.CD&P will assist the City with
preparing timely and informative responses to stakeholder questions and comments, logging communication and
outstanding action items in the database.
CD&P will coordinate with community groups, neighborhood associations, faith-based communities and local
residents and businesses to share project information and updates. General outreach activities may include block-
walking,phone calls,email blasts,and social media posts as directed by the City of Round Rock.Property owners
and community groups that may be directly impacted by project outcomes will be contacted via mail and offered a
one-on-one meeting with the project team or to arrange presence at a regularly scheduled group meeting. All
meetings will be summarized with key takeaways and highlights of input.
(a) Develop and maintain a stakeholder database,including contact information and communication log
(b) Provide timely and informative responses to community inquiries and comments
(c) Conduct outreach to engage community groups,residents,and businesses
(d) Coordinate, facilitate, and document one-on-one or small group stakeholder meetings with potentially
impacted property owners,community groups and local leadership(up to 15)
5. Public Meetings
CD&P will plan,schedule,conduct,and facilitate two NEPA-compliant public meetings with in-person and virtual
participation options to maintain federal funding eligibility. Meetings will be planned at key milestones in project
development at convenient locations and times. For both meetings, CD&P will coordinate with the City and the
CP&Y team to support logistics coordination(including development and review schedules, venue booking, and
facility prep),meeting promotion, dress rehearsal coordination and participation, and meeting facilitation. CD&P
will promote the meeting through print advertisements, web notices, and mailers in accordance with NEPA
guidelines, including development of an updated mailing list prior to each meeting, and identify additional
promotion opportunities such as social media campaigns, outreach calls and emails, and signage placed in the
project area. A media release and social media post will be prepared for each meeting, and CD&P will support
media coordination such as preparation of talking points and interview coordination as needed. CD&P will
develop and produce informative meeting materials and exhibits such as display boards, presentation slides and
talking points,and project handouts.Documentation of each public meeting will be prepared in accordance with
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environmental guidelines,including all input received and responses to comments.
(a) Coordinate meeting logistics
(b) Develop meeting announcements including official notice of public meeting, web notices, mailers, print
advertisements,signage,outreach calls,media release and social media post for City distribution
(c) Meeting materials and exhibits in paper and electronic formats (up to 2 rounds of revisions per meeting
package)
(d) Coordination and facilitation of two(2)meeting rehearsals
(e) Coordination and facilitation of two(2)public meetings
(f) Develop documentation package for each meeting(2)
III. SURVEYING SERVICES
A. PROJECT CONTROL SERVICES
The Surveyor will attempt to recover and utilize City of City of Round Rock NAD-83193 (HARN)NAVD 88 datum,
Texas State Plane Coordinate System,Texas Central Zone primary control monuments for this project unless requested
to use another source of datum. In the case that the control has been destroyed the Client will be notified immediately.
This scope and fee do not include effort to re-establish destroyed control. A Global Positioning System (GPS) and
conventional land surveying methods will be used to establish additional project control if needed. These methods will
also be used to perform the various tasks of this project.
B. Data Collection and Property Research
1. The Engineer will do the necessary research to obtain the deeds and plats, from recorded information, along the
proposed project to help us establish the applicable boundaries or right-of-way.
C. DESIGN SERVICES
1. The Surveyor shall generate,recover, and/or verify existing horizontal and vertical project primary control at the
site,if any,and reconcile the control to known existing intersecting projects.
2. The Surveyor shall establish or densify additional secondary control as needed for the project to collect data along
the length of the project.
3. The Surveyor shall,at their discretion,use 5/8"iron rods with distinguishing caps,cotton spindles(paved areas)or
other durable entities for the project control as applicable. The surveyor shall set three(3)brass discs over an iron
rod for GPS points at both ends of the project and one near CR 112.
4. The Surveyor shall perform differential leveling through the project control(primary and secondary)to establish
or extend vertical control for the project.
5. The project limits for surveying shall be the proposed alignment of Kenney Fort Boulevard from Old Settlers Blvd
to University Blvd. (approximately 2.7 miles). This width is approximately 130 to 150-foot. The survey will
extend along the cross streets.
(a) 300 foot east and 300 foot west on Old Settlers Blvd.,right-of-way to right-of-way.
(b) 300 foot east and 300 foot west on Bluffstone.,right-of-way to right-of-way.
(c) 200 foot north and 200 foot south of County Road 117,right-of-way to right-of-way.
(d) 200 foot west and 200 foot east of County Road 112,right-of-way to right-of-way.
(e) 400 foot west and 400 foot east of University Blvd.,right-of-way to right-of-way.
6. The Surveyor shall perform a topographic/design survey within the project limits.The topographic/design survey
includes,but is not necessarily limited to:roadway,ditches,major grade breaks,culverts,culvert types and sizes,
metal beam guard fence, fences, driveways,mailboxes,traffic and other signs, striping,and visible above ground
utilities.
7. The Surveyor shall survey driveways within the project limits to a distance of 20'beyond the proposed alignment
or far enough to establish drainage.
8. The Surveyor shall provide digital photograph of each end of each cross road drainage structures located within
the project limits.
9. The Surveyor shall process the collected information into a i-foot contour DTM file utilizing Geopak V8i.
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10. The Surveyor shall locate right-of-way monumentation and other evidence to reestablish the existing right-of-way
lines, within the project limits, for Old Settlers Blvd., Bluffstone Dr., County Road 117, County 112, and
University Blvd. and adjacent parcels within the limits of survey. This is not to be construed as boundary
surveying at this time nor is it considered taxable for the purposes intended at this time.
11. The Surveyor shall set project control (N, E, Elev.) in such manner to reasonably assure the control will survive
construction.
12. The Surveyor shall locate trees that are 8 inches in diameter and larger,and note the size,species and canopy area.
D. ROW Documents
1. Develop the final ROW documents. The Surveyor will prepare up to twelve (12) parcel plats with metes and
bounds descriptions signed and sealed by a Texas Registered Professional Land Surveyor for additional right-of-
way
ight-ofway acquisition along either side of the existing right-of-way corridor. The actual acquisition area will be
delineated from information provided by the owner or prime consultant and verified in conjunction with Item
III.B.1. Additionally,the Surveyor will prepare parcel plats and metes and bounds for up to twelve(12)temporary
construction easements (no metes and bounds description) contiguous with the previously stated right-of-way
acquisition parcels. These parcels will also be delineated from information provided by the owner or prime
consultant and verified in conjunction with Item III.B.1.
2. The Surveyor will set monuments along the proposed additional right-of-way acquisition line as determined in
Item III.D.1. The Surveyor shall use 518"diameter iron rods with brass disc caps stamped"CORR ROW"or other
durable entities for the monumentation as applicable. Brass disc caps will be provided to the Surveyor.Concrete
monuments will not be set.
E. GEOTECHNICAL LOCATIONS
1. The Surveyor will stake prior to boring and locate up to boring thirty(30)geotechnical locations. The Engineer is
to provide the locations for the borings.
F. DELIVERABLES
1. The Surveyor shall provide:
(a) 2D MicroStation V8 planimetric file.
(b) 3D MicroStation V8 DTM file including break-lines and 1 foot contours.
(c) Geopak V8i DTM(tin)file.
(d) ASCII point file.
(e) Two CD-ROM containing the specified files.
(f) PDF file of each Surveyor's project field book.
(g) Spreadsheet of landowners for right-of-entry letters
G. ASSUMPTIONS
1. The Surveyor shall notify the client prior to performing the work if
(a) Sufficient right-of-way monumentation cannot be found to re-establish the existing alignments and associated
right-of-way lines along the project corridor.
(b) Traffic Control cannot be managed by the Surveyor's personnel.
(c) The work is delayed due to weather or other circumstances beyond the Surveyor's direct control.
(d) Existing Project Control cannot be recovered or verified.
H. UTILITIES
1. Subsurface Utility Engineering(SUE)
(a) The project consists of providing Quality Level(QL)-B on the existing underground utilities.QL-D and QL-C
services are inclusive with the QL-B product.
(b) Provide QL-B services for the various utilities noted on the site visit for preparing this scope of services with
associated fees. The various utilities noted are:water, sanitary sewer,natural gas,telephone communications
(cable and fiber optic)and electrical.This scope of services is based upon the effort to provide SUE services
for these utility systems.
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(c) Utility services from the main utility to the right-of—way to service a lot or structure are not included within
this scope of service nor the estimated utility linear footage previously shown.
(d) Identify and map the existing utility facilities located on existing utility poles within the project limits.The
facilities company name and contact information will be provided as part of the deliverables.
(e) Definitions:
(i) Quality Service Level D(QL-D)—This level of service is inclusive of QL-B and consists of collecting
existing utility record information(as-built) from utility purveyors,municipalities, counties and other
agency suppliers within the area of investigation.Contact the TxDOT Permit Office to obtain available
records of any utility crossing IH 35 within the project limits.
(ii) Quality Service Level C(QL-C)—This level of service is inclusive of QL-B and consists of surveying
and obtaining accurate horizontal position of visible utility surface features associated with the project
area to be designated by the Engineer.
(iii) Quality Service Level B (QL-B Designating Services) -- Designate is to indicate, by marking with
paint, the presence and approximate horizontal location of subsurface utilities using geophysical
prospecting techniques, including, without limitations, electromagnetic, sonic, and acoustical
techniques.
(iv) Quality Service Level A (QL-A Locating (Test Hole) Services) —Locating services is to locate the
accurate horizontal and vertical position of subsurface utilities by excavating a test hole using vacuum
excavation techniques and equipment that is non-destructive to utilities.
2. The Engineer will develop a contact list of the affected utility owners in the project corridor.
3. The Engineer will contact each utility company and meet individually with them to review their assumed utility
locations developed from the SUE process.The Engineer shall attend the City monthly coordination meetings,as
necessary for coordination.It is assumed up to twenty four(24)meetings.
4. The Engineer will prepare scroll plots indicating researched utility locations to provide to utility companies /
owners for their review and comment.
5. Utility Coordination
(a) Preliminary Design Phase
(i) Project Team Meetings. Utility Coordinator shall attend project team meetings (up to 4) to assist in
minimizing utility impacts and discuss alternatives. These meetings will include meeting preparation,
travel time,and meeting.
(ii) Develop Utility Contact List. Utility Coordinator will established contact with existing utility companies
within and adjacent to the project area and create a utility contact list. This list will be maintained
throughout the project. -
(iii) As-builts/Records Research. Utility Coordinator shall make contact with all known utilities providers in
and adjacent to the project area and request maps and/or as-builts of their existing facilities. Utility
Coordinator will make a site visit for additional field verification.
(iv) Existing Utility Layout. Utility Coordinator, shall create an existing utility layout in the latest version of
MicroStation V8 or AUTOCAD using base topo and proposed roadway files provided by CPQ Y and
Subsurface Utility Engineering (SUE) provided by The Wallace Group. This layout shall include all
existing utilities in relation to proposed roadway alignment to assist in conflict assessment, monitor
necessity of relocation and evaluate alternatives.
(v) Preliminary Conflict Assessment. Utility Coordinator will perform a preliminary conflict assessment to
determine utility conflicts within the proposed roadway alignment.
(vi) Initial Project Notification Letters. Utility Coordinator will prepare and mail written notification letters to
all known Utility Owners within and adjacent to the project site.
(vii)Project Kick-Off Utility Coordination Meeting. Utility Coordinator shall establish contact with existing
utility companies within and adjacent to the Project and set up a utility coordination meeting to discuss
proposed roadway alignment. This meeting will include meeting preparation, travel time, meeting and
follow-up meeting minutes. Utility Coordinate will set agenda for all coordination meeting as directed by
the City and CPQ Y.
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IV. PLANS,SPECIFICATIONS&ESTIMATE
The engineer will develop and submit Plans,Specifications&Estimates(PS&E)plans at levels consistent with and
required for City 30%,90%,and final 100%plans.
A. ROADWAY DESIGN CONTROLS
1. Miscellaneous Plans
(a) A project title sheet will be prepared as required for the construction plans.
(b) A detailed index of sheets will be prepared that shows each sheets location in the plan set, as well as its
corresponding sheet number. This index will be updated throughout the submittal process to allow for easier
reference during the review process.
(c) Project layout sheets will be prepared at a scale of V=200' that clearly indicates the limits of the entire
project.
(d) Benchmark layout sheets will be completed at a scale of 1"'=200'that clearly indicate the benchmark locations
and associated control information. These sheets will later be sealed by a RPLS for submittal.
2. Roadway Plans&Geometry
(a) Existing typical sections will be completed depicting the existing conditions of the project roadways.
(b) Proposed typical sections will be completed depicting the improvements to Kenney Fort Blvd and cross
streets. The proposed typical sections are intended to show the general cross-sectional configuration of the
roadway in logical sections, and will be prepared to the appropriate level of detail and limits to convey that
general information.
(c) A horizontal alignment data sheet will be prepared depicting the horizontal geometric information for the
project roadways to be included in the construction plan set.
(d) Kenney Fort Blvd plan and profile sheets shall be completed depicting the proposed construction. The plan
and profile sheets will be prepared at a scale of 1"=100'H and 1"=10'V.
(e) Cross Street plan and profile sheets(University Blvd,CR 112,CR 117,Bluffstone,Old Settlers Blvd.,Wallin
Bradley)shall be completed depicting the proposed construction. The plan and profile sheets will be prepared
at a scale of 1"=100'H and 1"=10'V.
(f) Supplemental grading sheets will be prepared at a scale of 1"=50' for areas of the project that require
additional grading information for construction or review purposes.
(g) The Engineer shall provide plan sheets of removals at a scale of 1"=100'. Removal sheets shall clearly
identify the disposition of roadway appurtenances. Description of removal items, including material,shall be
included.
3. Grading and Details
(a) Design cross sections will be completed at 50-foot stations and other locations as necessary for the
determination of cut and fill quantities. These sections will also be used to further refine the design vertical
geometry. Cut and fill quantities determined from the design cross sections will be shown on the plan/profile
sheets. Cross sections will not be developed as a deliverable for phased TCP.
(b) The Engineer shall complete intersection layouts for five(5) intersections/locations. The intersection layouts
will include the design of the pavement and drainage layouts,as well as other pertinent details not discernable
elsewhere in the plans.
(c) Driveway details will be prepared for each driveway along the project corridor. When possible these
driveways will be defined in a tabular format. Non-typical driveways may require special details.
(d) The Engineer will develop driveway profiles as required for the project. These profiles will be developed to
show driveway tie-back slopes,as well as limits for the contractor's information.
(e) Miscellaneous roadway detail sheets will be developed for the project. The sheets will depict details required
that are not defined in standard detail sheets. When possible, City of Round Rock, TxDOT Statewide and
TxDOT Austin District standards will be used for the project development.
B. DRAINAGE DESIGN
1. Crossing Structure Hydrology and Hydraulic Analysis
Perform hydrologic and hydraulic analysis/design to determine sizes of major and minor cross drainage
structures except for those along Dyer Creek.
Anticipated structures are:
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(i) Outfall at Old Settlers Boulevard into Chandler Branch Tributary 5.2
(ii) Crossing/outfall to Chandler Branch Tributary 5 north of Bluffstone Drive
(iii) McNutt Creek near CR 112
(iv) McNutt Creek culvert improvements crossing CR 112
(v) Outfall to Dam 16 or McNutt Creek Trib 01 B
(a) Data Collection
The Engineer will utilize the data collected during the schematic phase and build upon it with field visits as
necessary to observe conditions of existing structures,channels and field conditions.The Engineer will obtain
and review existing hydraulic and hydrologic data associated with nearby developments and existing outfalls
into the proposed roadway corridor.
(b) Hydrology
The Engineer will expand upon the hydrology developed during the schematic with the crossing structures
above in order to assess the hydrologic impact of the proposed improvements. Hydrologic analysis for
crossings (as listed above) will be performed in accordance with the City of Round Rock Drainage Criteria
Manual. Existing and proposed flows for the two(2),ten(10),twenty-five(25) and one-hundred(100)year
frequency storms will be computed.Existing and proposed external drainage area maps will be developed at a
scale of 1" = 500'. An additional drainage area map will be provided at a larger scale to show the overall
project and drainage basin divides.
(c) Hydraulics
The Engineer will analyze existing and proposed conditions hydraulics and modify from the schematic design
as a result of the proposed improvements using HEC-RAS,FHWA HY-8,GEOPAK Drainage,or StormCAD
software. Hydraulic analysis for bridge class culverts(any culvert with a clear opening of more than 20-feet,
measured along the center of the roadway between inside of end walls), and FEMA 100-year floodplain
crossings will be performed with HEC-RAS. Hydraulic analysis for cross structures that are not bridge class
culverts or FEMA crossings,will be performed with HY-8 or StormCAD. For crossings that are incorporated
into the onsite storm drain system or are long enough to warrant storm drain analysis over culvert analysis,
GEOPAK Drainage or StormCAD will be used. In the event that a minor crossing is incorporated into the
storm sewer system, this analysis will be included in the storm sewer analysis and modeled as described in
Storm Sewer Design. This includes assessing the hydraulic impacts as a result of any changes to the
hydrology.Taiiwater assumptions will be determined from the water surface elevations of McNutt Creek and
Chandler Branch Tributary 5 from most up to date UBCWCID model for outfalls within a FEMA floodplain
based on a peak timing assessment. The Engineer will summarize the relative impacts to computed water
surface elevations between existing and proposed conditions on the culvert layout sheets and provide
additional detailed information on hydraulic data sheets.
(d) Culvert Layout Sheets
Culvert layout plan&profile sheets will be developed at all the crossing locations specified not covered by
storm sewer plan and profiles. These sheets will be developed at a scale of V=40' H and I"=10' V. It is
anticipated that there will be 5 sheets.For crossings that are incorporated into the onsite storm drain system,
sheets will be developed with the onsite storm drain plan and profiles sheets.It is not anticipated that this will
require any additional storm drain sheets.
(e) Hydraulic Data Sheets
A hydraulic data sheet will be developed at all the crossing locations specified above (5 crossing total) not
covered by storm sewer plan and profiles. These sheets will include data related to the performance of the
crossing such as water surface elevations, tailwater assumptions, and overtopping data. It is anticipated that
there will be 5 sheets.
(f) Culvert Standards and Detail Sheets
Culvert standards will be selected based on headwall configuration and fill conditions. Details will developed
as needed for non-standard headwalls, special grading at upstream and downstream transitions and energy
dissipation.It is anticipated that there will be 4 detail sheets and standards provided as required.
2. Hydrology and Hydraulic Impact Analysis
This section includes the analysis of the project impacts to McNutt Creek, McNutt Creek Trib 01,McNutt Creek
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Trib 01 B,Chandler Branch Trib 5.2 and Chandler Branch Tributary 5 including the crossing at:
(i) McNutt Creek
a) CR 112
(ii) Chandler Branch Tributary 5
a) Bluffstone Drive
b) Old Settlers Boulevard
(b) Data Collection
The Engineer will review the schematic data with respect to the final design.Field visits will be conducted as
necessary to obtain data to finalize and refine analysis.
(c) Hydrology
No hydrology analysis is anticipated for mitigation purposes.
(d) Hydraulics
No hydraulic analysis is anticipated for mitigation purposes.
(e) Hydraulic Impact Mitigation
No hydraulic impact mitigation design anticipated.
(f) Scour Analysis
The Engineer shall perform a scour analysis for one proposed bridge structure and provide the potential scour
depths,envelope and recommended countermeasures including bridge design modifications and/or revetment.
3. Storm Sewer Design
(a) Interior drainage area maps will be finalized at a scale of V=100'. These maps will depict drainage area
boundaries and flow direction arrows. Each area will be identified and cross-referenced to the calculation
sheets.It is anticipated that there will be 12 sheets.
(b) Run-off to each inlet and inlet hydraulic information will be calculated in accordance with City of Round
Rock Drainage Criteria Manual and shown on the run-off and inlet computation sheets. It is anticipated that
there will be 4 sheets.
(c) Storm sewers will be analyzed and computations will be prepared for the storm sewer design using
StormCAD,Geopak Drainage or other approved software.
(d) Storm sewer plan and profile sheets will be completed depicting locations of inlets,manholes, storm sewers,
culverts, known utilities, channel improvements, and ditch locations and flowlines as required. The storm
sewer plan sheets will be prepared at a scale of F'=50'. Storm sewer profiles will be prepared at a scale of
111=50' H and I"=5' V. Storm sewer profiles will show pipe size and type, slope, existing and proposed
ground lines above the pipe, pertinent hydraulic information, and locations of inlets and junctions. It is
anticipated that there will be 12 plan sheets and 24 profile sheets.
(e) The Engineer will prepare a tabular ditch layout schedule that depicts pertinent information about the roadside
ditch geometry and design. This table will include station,offset, flow line elevation, ditch lining material,as
well as ditch bottom width. The tables will be shown the hydraulic data sheets.It is anticipated that there will
be 1 sheet.
(f} The Engineer shall provide drainage design details for"non-standard"drainage structures in instances where
they are not covered by City of Round Rock or TxDOT standard details.Structural design will be included for
these structures. The Engineer shall use City of Round Rock or TxDOT standard details where practical. It is
anticipated that there will be 3 sheets.
(g) The Engineer will identify areas within the construction of the storm sewer and culvert construction that will
require trench protection or special shoring.
4. Drainage Report
The Engineer will update the preliminary drainage report with the final hydrology and hydraulic data from the
PS&E design.
5. FEMA Permitting
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The preparation of a FEMA permit including a Conditional Letter of Map Revision(CLOMR)or a Letter of Map
Revision(LOMR)is not included in this scope of services.
6. S W3 P and Erosion Control
(a) Erosion control plans will be prepared for the length of project including the removed section of CR 117
between CR 112 and north of Linda Herrington Elementary School. Temporary storm water management
devices will be needed to minimize the sediment runoff during construction of this project. The anticipated
design components to be utilized on this project are erosion control logs, sand bags, rock filter dams, inlet
protection,soil retention blanket,tree protection,and construction entrance and exits or similar. A temporary
erosion control plan depicting the entire project in one phase will be developed with notes that indicate that
the contractor is responsible for phasing the devices along with the construction sequencing. Permanent
erosion control measures will be included on these sheets as well.It is anticipated that there will be 14 sheets.
(b) A Storm Water Pollution Prevention Plan (SW3P) will be prepared for this job in accordance with TCEQ
regulations.
(c) Erosion control details will be prepared for any related items that are not covered by City of Round Rock and
TxDOT standard details.
C. SIGNING,MARKINGS AND SIGNALIZATION
1. Small Signing and Pavement Markings
(a) Signing and Pavement marking layouts will be prepared at a scale of V= Road signs and markings will
be shown all on the same plan sheet. These layouts will depict striping and delineator type and location, as
well as MBGF location,lengths,and end treatments. Each sign will have a corresponding number for cross-
reference to the sign summaries.
(b) Pavement marking details will be prepared for non-standard conditions.
(c) Detail sheets for small signs will be prepared for non-standard signs. This sheet is intended to show the
overall dimensions of the signs by determining letter size and spacing. Details will not be to scale.
2. Signalization
Traffic signal plans will be prepared for the following locations:
(i) Kenney Fort Blvd and Old Settlers Blvd intersection - Modification of existing mast arm signal to
provide for the northern extension of Kenny Fort Boulevard and to accommodate a right turn lane on
Kenney Fort Boulevard in both the northbound and southbound directions. One(1)new mast arm pole
is expected be installed and two (2) mast arm poles are expected to be relocated. Other associated
signal equipment may be adjusted or relocated based on the roadway configuration,as required.
(ii) Kenney Fort Blvd and Wallin Bradley-New signal installation
(iii) Kenney Fort Blvd and CR 112-New signal installation
(iv) Kenney Fort Blvd and University Blvd-New signal installation
(a) Collect and evaluate traffic data, including forecasted traffic volumes and other recommendations from the
Traffic Analysis Technical Memorandum.
(b) Conduct informational traffic signal warrant study to confirm and/or determine conditions for traffic signal
installations.Utilize forecasted traffic volumes for future analysis. Formal signal warrants are not met when
using forecasted traffic volumes. Consequently,this study will inform decision making for signal design and
implementation.
(c) Conduct field review at the intersections to note and verify physical constraints, power connection, utility
placement,and any other details necessary for signal plan preparation.
(d) Coordinate with electric utility company in the field to discuss pole locations and source of power for each
signal. Identify potential overhead utility conflicts, and coordinate with the City and utility companies to
resolve conflicts. Two(2)meetings are assumed for budget purposes
(e) Prepare existing signal layout for Kenney Fort Blvd and Old Settlers Blvd. Plans will be developed at a scale
of 1" =40' (or larger) and will indicate existing conditions, existing utilities, existing striping, and existing
traffic control devices, if applicable. No existing layout will be created for the new intersections of Kenney
Fort Blvd and Wallin Bradley,Kenney Fort Blvd and CR 112 and Kenney Fort Blvd and University Blvd.
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(f) Develop traffic signal layouts at a scale of 1"=40' (or larger) and indicate existing conditions, location of
signal poles, conduit, ground boxes, proposed traffic control devices, existing and proposed utilities, and
proposed roadway improvements. Traffic signals will include accessible pedestrian signals, illumination,
internally lighted street name(ILSN)signs,stop line/advanced detection,emergency vehicle preemption,and
communications equipment.Wiring for power to controller, illumination,and ILSN signs will run in separate
conduit from traffic signal cable.
(g) Develop schedules, signing, and phasing sheets for each traffic signal location. Schedules and diagrams will
include phasing diagrams,conduit and conductor schedules,pole wiring schedules,electrical service data,and
other information based on each signal installation,as required.
(h) Prepare traffic signal elevations showing the vertical clearance required for each mast arm and pedestrian
push button/signal head mounting height.
(i) Prepare vehicle detection details based on proposed traffic signal layout sheets to demonstrate detector
locations and detection zones for each signal approach.
(j} Identify and prepare standard traffic signal drawings. Standards are generally expected to be TxDOT
standards but may include standard drawings from the City of Round Rock or other agencies,as appropriate.
Standards that require modification will be corrected and sealed by the Engineer.
(k) Identify and prepare traffic signal general notes. Review general notes provided by the City for applicability
to the project.Mark-up and return a set to the City for inclusion in the final plan set.
(1) Identify and prepare applicable specifications, special specifications, and special provisions for submission
with the final PS&E package.
(m) Prepare opinions of probable construction cost for traffic signal items for submission at PS&E milestones.
(n) Provide shop drawing review
D. MISCELLANEOUS ROADWAY
1. Retaining Walls
(a) The Engineer will investigate each wall location and determine what the most suitable wall type is for each
application.The anticipated wall type is MSE.
(b) The Engineer will provide a location plan of all walls at a scale of 1"=200'. The intent is to show the location
of all walls in plan including the wall designation and beginning and ending stations.
(c) The Engineer shall prepare retaining wall layouts at a max scale of 1"=50'H and 1"=5'V. The layouts will
show plan and profile views of the retaining wall. Up to 3,5001f of walls are assumed.
(d) Non-proprietary wall designs(i.e.,Tie-back,soil nailed,drill shaft)are not included in this scope of work.
2. Traffic Control Plan
(a) Traffic control typical sections will be prepared for each stage of the construction sequence to clearly
delineate the position of the existing traffic with respect to the proposed construction. Temporary traffic
barriers and pavement markings will also be shown and dimensioned.
(b) The Engineer will develop overview plans for each stage of traffic control. These plans will act as key maps
for each phase of TCP and shall be developed at a 1"=400'scale.
(c) The Engineer will prepare V=400' plan layouts of all advance warning signs for Kenney Fort Blvd and all
cross streets.
(d) A detailed narrative for the sequence of construction and traffic control general notes will be prepared and
submitted to the City for review and incorporation into the plans. The narrative will include a phase-by-
phase, step-by-step written account of the proposed activities throughout the construction process. This is
intended to be a narrative account of the activities shown in the traffic control plan layouts.
(e) Detailed traffic control plans will be prepared at a scale of 1"=100'. These plans will be developed based on
the City's approval of the conceptual plans developed at the schematic design level. This plan will describe
the maintenance of traffic and sequence of work for each phase of the proposed construction. Detour
alignments,location of work areas,temporary paving,temporary shoring,signing,barricades and other details
will be required to describe the traffic control plan. The Engineer will be required to ensure that proper
drainage can be maintained during each phase of construction.
(f) Traffic control details will be developed for items not covered by City of Round Rock or TxDOT standard
details.
(g) An Engineer's opinion of construction schedule will be computed in order to determine an approximate
duration for each of the phases of construction. The schedule will be prepared using Microsoft Project.
3. Illumination and ITS
5/26/2023
17 of 20
The engineer shall coordinate with the electrical provider for the City (Oncor) on the continuous illumination
design and electrical service locations.
(a) The Engineer will design continuous and safety lighting along the project corridor. The lighting will be
shown on illumination layouts.
(b) The Engineer shall provide electrical circuit plans and details for the roadway lighting systems within the
project limits.
(c) The Engineer will coordinate with the City in identifying power sources,conduit runs,and will show them on
the project plans. The Engineer shall identify potential overhead utility conflicts, and coordinate with the
State and the utility company to help resolve the conflicts.
(d) The Engineer will layout conduit for future ITS lines to interconnect City signals. The layout shall include
conduit and ground box locations.
4. Quantities
Quantities will be tabulated for each of the following and as necessary to bid this project:
(a) Traffic Control(per each phase)
(b) Earthwork
(c) Roadway
(d) Retaining Walls
(e) Removal
(f) Drainage
(g) Culverts
(h) Small/Large Signs
(i) Pavement Markings
0) Signals
(k) Illumination
(1) Utilities
(m) Erosion Control and SW3P
5. Summary Sheets
Quantities that are calculated will be tabulated on individual summary sheets for inclusion in the construction plan
set:
(a) Traffic Control(per each phase)
(b) Earthwork
(c) Roadway
(d) Retaining Walls
(e) Removal
(f) Drainage
(g) Culverts)
(h) Small/Large Signs
(i) Pavement Markings
0) Signals
(k) Illumination
(1) Utilities
(m) Erosion Control and SW3P
6. Standards,Specifications and Estimate
(a) The Engineer will download the appropriate standards for the project from the City of Round and TxDOT's
web site. Standards that require modification will be corrected and sealed by the Engineer. All other
standards will have their title blocks filled out with the applicable project data and printed for inclusion in the
final plan set.
(b) A tabulation of applicable specifications, special specifications and special provisions will be prepared for
submission with the final PS&E package.
(c) The Engineer will review general notes provided by the City for applicability to the project. The Engineer
will mark-up a set and return it to the City for their inclusion in the final plan set. The Engineer will work
with the City to complete the basis of estimate prior to beginning quantity calculations.
5/26/2023
18 of 20
(d) An opinion of probable construction cost will be prepared at the 30%, 60% 90% and prior to final PS&E
submittal,and supplied to the City in Microsoft Excel format.
7. Bid Documents
(a) The Engineer will prepare contract bid documents and proposals and make them available in electronic format
(PDF) as well as hard copy for the City's use and publish using CivCast or other system as directed by the
City of Round Rock
V. PROJECT MANAGEMENT
A. PROJECT MANAGEMENT
1. Create and submit monthly invoices suitable for payment by the City.
2. Prepare monthly progress reports for submission with the monthly invoices to provide a written account of the
progress made to date on the project.
3. Prepare a schedule depicting the key milestones and critical path items necessary to complete the environmental,
public involvement and PS&E phase of project development. The schedule shall incorporate and depict the
various aspects of the environmental process (including review times) and the interdependence of various tasks,
subtasks,milestones and deliverables.The schedule will be updated monthly throughout the duration of the project
to reflect substantial changes in progress that are found during review and coordination meetings. Any issues that
need resolution or action items will be identified in the progress report. The environmental schedule shall be
incorporated into the overall project schedule.
4. Meet formally twice a month with the City to review project progress.
5. Meet with property owners, stakeholders, the City, County and TxDOT staff as required through the proj ec t
development process.
6. The Engineer will have internal meetings with the consultant design team every two weeks for the length of the
project. It is assumed that these meetings will include key personnel from each discipline and will be required to
discuss and resolve project issues.
7. Prepare project meeting summaries for applicable meetings during the project development process.
8. The Engineer shall prepare and execute contracts with sub-consultants, monitor sub-consultants activities (staff
and schedule),complete monthly reports and review and recommend approval of sub-consultant invoices.
9. Coordinate and review subconsultant work activities and submittals. The Engineer will review and coordinate
work of sub-consultants to ensure quality products are delivered to the City.The Engineer will also be responsible
for the consistency and coordination between plans developed by each sub-consultant on the design team.
10. The Engineer shall formally close out the project and perform a documented archive process.
VI. BID AND CONSTRUCTION PHASE SERVICES
A. BID PHASE SERVICES
1. The Engineer will coordinate with the City in all aspects of the Bid Package including but not limited to answering
prospective bidder questions and preparing addenda as necessary.
2. The Engineer will attend one pre-bid meeting.
3. The Engineer will assist the City at contract bid opening.
4. The Engineer will tabulate the bids,research low bidder and make a recommendation of award to the City.
B. CONSTRUCTION PHASE SERVICES
1. Create and submit monthly invoices suitable for payment by the City.
2. The Engineer shall attend the pre-construction meeting.
3. The Engineer shall attend up to thirty(30)construction meetings as requested by the City.
5/26/2023
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4. The Engineer shall provide Construction Support Services at the written request of the City project manager. The
written request shall include a description of the work requested, a mutually agreed upon time limit, a mutually
agreed upon level of effort, a defined deliverable and any special instructions for coordination and submittal.
These services shall include, but are not limited to the following:
•Responding to requests for information(RFIs)
•Providing redesign as directed by the City for Change orders and documentation
•Other project related tasks in support of the City during construction
The Engineer shall provide minor redesign as requested by the City project manager.In the event that revisions are
requested,and the work is considered to be additional to that set forth on the original contract or scopes of work,
the Engineer shall prepare a budget and a schedule for the additional work requested. The Engineer shall not
commence work on a task prior to receiving written approval by the City.
5. Review the Application for Payment and supporting documentation submitted by the Contractor,recommended to
the Owner the amount that the Contractor is to be paid on monthly estimates as required by the Construction
Contract.An eighteen(18)month construction schedule is assumed.
(a) Such recommendation for payment to the Contractor shall not be a representation that the Engineer:
• has made exhaustive or continuous on-site observations to check the quality or quantity of the
Contractor's work,
• has reviewed construction means,methods,techniques,sequences,or procedures,
• has reviewed copies of invoices received from subcontractors,material suppliers or other data requested
by the Owner to substantiate the Contractor's right to payment,
• has ascertained how or for what purpose the Contractor has used monies previously paid by the Owner,or
• has determined that title to any of the Contractor's work has passed to the Owner free and clear of any
liens,claims,security interests or encumbrances.
b. Upon notice from the Contractor that the Contractor's work is ready for its intended use,conduct,in company with
the Owner's representative and the Contractor,an inspection to determine if the work is substantially complete. If
the Owner and the Engineer consider the work substantially complete,issue a certificate of substantial completion
containing a list of required tasks for the Contractor to complete prior to issuance of certificate of final completion.
Conduct a final inspection together with the Owner and the Contractor to determine if the work has reached final
completion so that the Engineer may recommend final payment to the Contractor. If appropriate, make
recommendations to the Owner for final payment to the Contractor.
7. Provide shop drawing review. The shop drawing submittals will be limited to those specifically called for in the
construction contract documents (plans, standard specifications, special provisions to the standard specifications
and special specifications). Such reviews will not extend to means,methods,techniques, sequences or procedures
of construction or to safety precautions and programs incident thereto.
8. An engineer's concurrence letter and 11"x 17"record drawings(one Mylar copy and a digital copy on CD)will be
submitted to the Public Works Department. The Engineer and Contractor shall verify that all final revisions and
changes have been made to the Mylar and digital copy prior to City submittal.Record construction drawings shall
be provided to the City in digital format as AutoCAD". dwg"files,MicroStation"Agn"files or ESRI".shp"files
as well as PDF".pdf'on CD.The set of Record Drawings,which are stamped by the Engineer, shall be the sole
documents relied upon by the Owner as a reflection of the condition of the project location after completion of the
construction activities.
5/26/2023
20 of 20
EXHIBIT C
Work Schedule
Attached Behind This Page
EXHIBIT C
Kenney Fort Boulevard 5&6
Development Schedule
ID Task Name Duration Start Finish Predecessors 2023 2024 2025 2026 204
Jan Apr Jul Oct Jan Apr Jul Oct Jan Apr Jul Oct Jan Apr Jul Oct Jan Apr
0 Kenney Fort Blvd 5&6 Schedule 770 days Mon 6/12/23 Fri 5/22/26 Kenney Fort Blvd 5&6 Schedule
1 NTP 0 days Mon 6/12/23 Mon 6/12/23 6/12/23 ♦ NTP
2 ►ata Data Collection
3 Survey/SUE 75 days Mon 6/12/23 Fri 9/22/231 Survey/SUE
4 Schematic Alternative 115 days Mon 6126123 Fri 1211123 1 Schematic Alternative
5 Preliminary Alternative Analysis 60 days Mon 6/26/23 Fri 9/15/231FS+10 days Preliminary Alternative Analysis
6 Submitted Draft Alternative 0 days Fri 9/15/23 Fri 9/15/23 5 7/15/23 ♦ Submitted Draft Alternative
7 Open House 0 days Fri 10/6/23 Fri 10/6/23 6FS+15 days
10/6/23 * Open House
8 Final Alternative Analysis 40 days Mon 10/9/23 Fri 12/1/23 7 Final Alternative Analysis
9 Submitted to City 0 days Fri 12/1/23 Fri 12/1/23 8 12/1/23 ♦ Submitted to City
10 ROW 22.5 days Mon .1019124
ROW
11 ROW Documents 45 days Mon 12/4/23 Fri 2/2/24 9 ROW Documents
12 ROW Acquistion 200 days Wed 1/3/24 Wed 10/9/24 1 1SS+50%
ROW Acquistion
13 f days Mon 7110123 Fri 12122123 Environmental Study(CE)
i
la Conduct Field Investigation 25 days Mon 7/10/23 Fri 8/11/23 555+2 wks Conduct Field investigation �
pre are ENV Documents
15 Prepare ENV Documents 70 days Mon 8/14/23 Fri 11/17/2314 p
16 Submit ENV Documents 0 days Fri 11/17/23 Fri 11/17/2315 11/17/23 ♦ Submit ENV Documents
17 City of Round Rock Review 15 days Mon 11/20/23 Fri 12/8/2316 N City of Round Rock Review
18 Address City Comments 10 days Mon 12/11/23 Fri 12/22/2317
Address City Comments �
19 Submit final ENV Documents 0 days Fri 12/22/23 Fri 12/22/2318 12/22/23♦Submit final ENV Documents
f Design Phase
20 ► •
i
21 PS&E Start 0 days Fri 12/1/23 Fri 12/1/23 9 12/1/23 ♦ PS&E Start
22 60%PS&E Plan Development 75 days Mon 12/4/23 Fri 3/15/24 21 60%PS&E Plan Development
23 60%PS&E Submittal 0 days Fri 3/15/24 Fri 3/15/24 22 3/25/2460%PS&E Submittal
24 60%PS&E Review 15 days Mon 3/18/24 Fri 4/5/24 23 60%PS&E Review
i
25 90%PS&E Plan Development 80 days Mon 4/8/24 Fri 7/26/24 24 90%PS&E Plan Development
26 90%PS&E Submittal 0 days Fri 7/26/24 Fri 7/26/24 25 7/26/24♦ 90%PS&E Submittal
27 90%PS&E Review 10 days Mon 7/29/24 Fri 8/9/24 26 ■90%PS&E Review
28 Final Plan Development 25 days Mon 8/12/24 Fri 9/13/24 27 = Final Plan Development
29 Submit final Plans 0 days Fri 9/13/24 Fri 9/13/24 28 9/13/24♦ Submit final Plans
30 . 11 .. •
Construction
31 Begin Construction 0 days Fri 11/8/24 Fri 11/8/24 29FS+40 days 11/8/24 Begin Construction
32 End Construction 0 days Fri 5/22/26 _ Fri 5/22/26 31FS+400 days 5/22/26 End Construction
F
Task Milestone Summary
r
�ROl1ND ROCK,TUM
F k urs
Page 1 of 1 V
EXHIBIT D
Fee Schedule
Attached Behind This Page
Kenney Fort Blvd.
Segment 5&6
City of Round Rock
Task Description Total Cost
TOTAL LABOR COSTS
1.ROUTE DESIGN STUDIES
DATA COLLECTION STV $ 5,875.00
AGENCY COORDINATION STV $ 17,450.00
SCHEMATIC LAYOUT DEVELOPMENT STV $ 121,755.00
GEOTECHNICAL Raba Kistner $ 27,865.00
DRAINAGE Halff $ 79,886.96
TRAFFIC STUDY ATG $ 15,576.00
1.ROUTE DESIGN STUDIES Subtotal $ 268,407.96
II.Environmental&Public Involvement
Environmental Services STV $ 30,740.00
Due Diligence Studies STV $ 100,500.00
Cultural Resources Horizon $ 17,700.00
Public Involvement STV $ 62,970.00
Public Involvement CD&P $ 107,075.00
11.Environmental&Public Involvement Subtotal $ 318,985.00
Ill.SURVEYING SERVICES
Survey STV $ 174117.00
SUE STV $ 97,412.00
Utility Coordination CobbFendley $ 60,759.00
111.SURVEYING SERVICES Subtotal $ 332,288.00
IV.PLANS,SPECIFICATIONS AND ESTIMATE
Roadway Design Controls STV $ 262,365.00
Drainage Design Halff $ 407,929.05
Signing,Markings STV $ 74,750.00
Traffic Si nalization STV $ 105,395.00
Miscellaneous Roadway STV $ 308 605.00
IV.PLANS,SPECIFICATIONS AND ESTIMATE Subtotal $ 1,159,044.05
V.PROJECT MANAGEMENT
Project Management 18 months STV $ 75,485.00
Project Management-Halff Halff $ 14,353.42
Project Management-ATG ATG $ 5,940.00
V.PROJECT MANAGEMENT Subtotal $ 95,778.42
VI.Bid and Construction Phase Services
Bid Phase STV $ 11,610.00
Bid Phase-Halff Halff $ 8,227.62
Construction Phase STV $ 83,055.00
Construction Phase-Halff Halff $ 38,110.19
Vl.Bid and Construction Phase Services Subtotal $ 141,002.81
SUBTOTAL LABOR EXPENSES $ 2,315,506.24
EXPENSES-STV STV $ 10,140.00
EXPENSES-Raba Kistner Raba 19stner $ 39,879.30
EXPENSES-CD&P CD&P $ 4,425.00
EXPENSES-ATG ATG $ 156.25
EXPENSES-Cobb Fendley CobbFendle $ 1,132.00
EXPENSES-Halff Halff $ -
GRAND TOTAL $ 2,371,238.79
SUMMARY of Cost breakdown by Flrm
STV $ 1,542,224.00
CobbFendle $ 61,891.00
Horizon $ 17,700.00
Halff $ 548,507.24
CD&P $ 111,500.00
ATG $ 21,672.25
Raba Kistner $ 67,744.30
it
KFB 5&6 Exhibit D 2023-05-08.xlsx
SUMMARY Page 1 of 11
Kenney Fort Blvd.
Segment 5&6
City of Round Rock
Fee Schedule/Budget
Fee Schedule/Budget for STV,Inc.
ProjectSenior CAD CAD/GIS Tata)Labor Total Total Direct
Project Task Description Manager Senior Engineer Project Engineer Design Engineer EIT Technician Technician Sr ENV Pbnner ENV Planner II Admin flows
Libor Casts
Phase
$315.00 $?35.00 $175.00 $160.00 $125.00 $150.00 $95.00 $240.00 $110.00 $95.00
1.RQUTE DESIGN STUDIES
.A DATA COLLECTION 1.2 Conduct site visit(2 visits) 2 8 8 18 2,870.00
3 Collect existing plans and data 1 2 8 4 15 $ 2,015.00
4 Collect parcel and plat data 2 4 6 $ 990.00
39 $ 51875.00
1 Prepare for and conduct kick-off meeting with City 4 8 12 2 4 2 32 5,410.00
2 Prepare for and conduct kick-off meeting with County 4 4 4 2 4 2 20 $ 3,830.00
Hold up to 3 meetings with the County 6 6 6 18 $ 4,380.00
3 Prepare for and conduct kick-off meeting with Developers 4 4 4 2 4 2 20 $ 3,830.00
90 ; 17,450.04
SCHEMATIC LAYOUT OEVECOPUENT 6 1,190.00
1 Develop roadway design criteria and compile spreadsheet 1 1 4
2 Alignment Study
2
a Develop alternative geometric configuration 6 9 30 42 100 ?2 9 8 $ 31,130.00
b Produce exhibit depicting alternatives for review 3 3 6 10 20 40
82 $ 10,600.OQ
5 Develop existing and proposed typical sections 1 4 16 24 16 81 $ 8,335.00
6 Develop schematic cross sections at 100'intervals 1 12 24 100 137 $ 19,475.00
7 Determine retaining wall limits 1 3 8 16 28 $ 4,300.00
8 Develop conceptual traffic control plan 2 8 16 24 12 62 $ 9,210.00
9 Develop proposed pavement edges 1 4 30 60 12 107 $ 14,695.00
10 Develop two(2)engineer's opinion of probable cost 2 6 8 20 36 $ 5,820.00
11 PreLwm Schematic Layout plots of corridor 4 8 16 60 40 128 $ 17,000.00
{ 855 $ 121,755.00
KFB 5&6—Exhibit D_2023-05-08.xlsx
I.Route Studies Page 2 of 11
Kenney Fort Blvd.
Segment 5&6
City of Round Rock
Fee Schedule/Budget
Fee Schedule/Budget for SN,Inc.
Project Design ENV Manager
ENV EW Planner ENV Planner Sr Env Sr Env Sr Env Senior CAD/GIS Admin Total Labor Total DII
Prow P Task Deserfption Manager Engineer Planner IV 111 Scientist Scientist IV Scientist 01 Technician Technician Hours Libor Cosh
$315.00 $160.00 $245.00 $240.00 $160.00 $140.00 $250.00 $160.00 $125.00 $126.00 $95.OD $95.00
ll.Environmental S Publlh Involvement
nv ronmen cra
1 Right of Entry 8 16 24 408 $ 6,48Q�00
2 ENV Constraints Analysis
a Obtain Existing Env Constraints Data 2 2 4 2 2 2 8 30 $ 4,190.00
8
b Field Reconnaissance 4 4 4 4 16 $ 3,020.00
c Preliminary Env Constraints Map 4 2 2 2 2 4 8 24 $ 3,880.DQ
d Prepare Technical Memorandum 4 2 4 2 2 8 22 $ 3,880.00
e Preliminary Evaluation of Alignment Altematnres 2 2 2 4 2 12 $ 2,160.04
f Coordination Meeting(Up to 5) 10 10 10 182 30 $ 0.00
; 300,.74740.00
ue Diligence MOON
Waters of the US/Wetiands/Floodptains 16 24 100 100 24 24 8 296 $ 44,460.00
Threatened/Endangered Species Habitat Assessment 16 20 60 60 24 24 8 212 $ 32,060.00
Hazardous Materials Initial Site Assessment 16 20 32 40 12 24 8 152 $ 23,980.00
860 $ 100,500.00
1PUblic Involvement
Review PI Plan and associated PI materials 2 16 18 $ 4'550'00
Conduct door-lo-door outreach for project 8 8 8 8 32 $ 5,360.00
Stakeholder Meetings(up to 15) 15 15 20 50 $ 10,300-00
Coordinate&Attend(2)Public Meeting/review report 8 8 24 20 10 20 20 110 $ 21,380.00
Coordinate a Attend(2)Pubic Workshop/review report 8 8 24 20 10 20 20 110 $ 21,380.00
320 $ 82,970.00
11.Environmental&Public Involvement-SUBTOTAL
HOURS SUB-TOTALS 33 24 163 82 40 72 86 166 180 110 174 32 1182
SUBTOTAL $ 10,395.00 $ 3,840.00 $ 39,935.00 $ 19,680.00 $ 6,400.00 $ 10,080.00 $ 21,500.00 $ 26,560.00 $ 22,500.00 $ 13,750.00 $ 16,530.00 $ 3,040.00 $ 194,210.00
KFB 5&6—Exhibit D 2023-05-08.xlsx
II.Environmental _ Page 3 of 11
Kenney Fort Blvd.
Segment 5&6
City of Round Rock
Surrey Fee Schedule/Budget
Fee Schedule/Budget-for SN,Inc.
Project Senior PM/RPLS Sr.Survey 1-person 2-person 3-person Admin Total Labor Total Direct
Task Description PM/RPLS Tech Crew Crew Crew Hours Labor Costs
Phase
$225.00 1 $175.00 1 $130.00 1 $145.00 1 $165.00 1 $190.00 1 $84.00
/it.SURVEYING SERVICES
Pr-olect MR
ata-Colle3on and Propertywear
V, DESIGN bERVrt%T'
Right-of-Entry Coordination 2 2 5 3 12 10702.00
Horizontal Control 1 2 15 18 $ 3,050.00
Vertical Control 1 3 70 74 $ 12,300-00
Design Survey 3 50 150 5 142 15 365 $ 55 930.00
Manhole Inverts 1 5 60 80 146 $ 22 100.00
Locate Geotech Bores 1 2 2 25 30 $ 4,960.00
Establish Existing Right-of-way and Boundary 1 25 25 60 111 $ 17 750.00
756 -L$ 117,792.00
Prepare Ri-it-of-wa Documents w/TCE 84 224 70 378 55 370.00
Ill.SURVEYING SERVICES-SUBTOTAL
KFB 5&6_Exhibit D 2023-05-08.xlsx
III.Surveying _ Page 4 of 11
FEE SCHEDULE
Kenney Fort Blvd.
Segment 5&6
City of Round Rock
UE QUALITY LEVEL"8,C,D" LABOR Sr.PROJECT SUE PROJECT FIELD CREW UTILITY CARD CLERICAL TOTAL
BOR COSTS CLASS. MANAGER MANAGER MANAGER TECH TECH SUPPORT HOURS
$215.00 $150.00 $126.00 $126.00 $126.00 $84.00
Records Research 0 0 0 12 0 0 12
ProductioWReview of QL"B,C,D"Plan Deliverables 4 16 0 0 80 0 100
Pro ed Meetings/Sate Orientation 0 4 8 0 0 0 12
Permtt Coordination/ uisitton 0 2 0 2 0 0 4
Contract Administration 2 4 0 0 0 4 10
SUBTOTAL HOURS 6 76 8 14 80 4 138
SUBTOTAL DOLLARS. :1,280.00 $3,900.00 $1,008.00 $1,784.00 $10,080.00 $336.00 $18,378.00
SUBSURFACE UTILITY ENGINEERING COSTS QTY RATE UNIT UNIT TOTAL
Designating 3-Man Crew&Equipment)-Quaft Level B 104.0 $ 235.00 per hour per hour $24,440.00
Survey of QL"B"
Surveying 2-Man Crew,GPS Equipment&Processing 5.0 $ 1,850.00 r da r da $9,250.00
SUBTOTAL DOLLARS $33,690.00
TOTAL ESTIMATED QUALITY LEVEL"B"FEE 52,068.00
UE QUALITY LEVEL_"A" LABOR Sr.PROJECT SUE PROJECT FIELD CREW UTILITY CADD CLERICAL_ TOTAL
LABOR COSTS CLASS. MANAGER MANAGER MANAGER TECH TECH SUPPORT HOURS
$215.00 $150.00 $126.00 $126.00 $126.00 $84.00
Records Research 0 0 0 4 0 0 4ew overa
Produdiort/Revlf QL"A"Deliverables 8 16 0 0 24 0 48
PTOct Meetln s 1 Safe Orientation 0 2 2 0 0 0 4
Permit Coordinadort/Acquisiflon 0 1 0 1 0 0 2
Contract Administration 0 2 0 0 0 2 4
SUBTOTAL_HOURS 8 21 2 5 24 2 62
SUBTOTAL DOLLARS $1,720.00 $3,150.00 $252.00 $630.00 $3,024.00 $168-00 $8,944.00
Locating(Quality Level"A"-Test Holes)
0 feet to 5.00 feet 10 $ 1,200.00 per hole $12,000.00
over 5.00 feet to 8.00 feet 7 $ 1,550.00 per hole $10,850.00
over 8.00 feet to 11.00 feet 3 S 1,850.00 per hole $5,550.00
over 11.00 feet to 15.00 feet 0 $ 2,550.00 per hole $0.00
Greater than 15 ft per foot) 0 $ 200.00 per hole $0.00
Depths over 15 feet are an additional cost of$200 Er foot.
Designating(2-Man Crew&Equipment)-Quality Level B 10.0 $ 185.00 per hour $1,850.00
Mob-Demob Fee 1 $ 600.00 each $600.00
Survey of QL"A"
Surveying(2-Man Crew,GPS Equipment&Processing) 3.0 $ 1,850.00 perday $5,550.00
SUBTOTAL DOLLARS $36,400.00
TOTAL ESTIMATED QUALITY LEVEL"A"FEE 5,344.00
DIRECT EXPENSES
Miscellaneous Items
AsphaWCorwrete Coring 8 Pavement Repair 0 $ 400.00 each $0.00
Removelinstall Concrete Sidewalk 0 $ 4,500.00 each $0.00
PermltUng
PERMIT 0 $ 600.00 each $0.00
Traffic Control
Single Lane Closure-Daily Rate Includes Wam]2g Signs 8 Cones,Arrow Board,Delivery ll~Pickup) 0 $ 2,450.00 each $0.00
Per Diem(Includes Lodging) $ 180.00 per day $0.00
Permit/Inspec9on Fees $ 350.00 each $0,00
TOTAL ESTIMATED DIRECT EXPENSE DOLLARS1 1 $0.00
TOTAL COMBINED ESTIMATED FEE $979412.00
5of11
Fee Schedule/Budget for STV,Inc.
Task Description Project Senior Design EIT Senior CAD Senior CADIGIS Admin Total Labor Total Diroct
Pg Manager Engineer Engineer Technician Technician Technician Hours Labor Costs
3'!5.00 $235.00 $160.00 $125.00 . 150.00 '125.00 135.00 85.00
IV.PLANS,SPECIFICATIONS AND ESTIMATE
oa way es pn o s _
$
1 Miscellaneous Plans
10 $ 1,475.00
a Title Sheet 1 1 8
b Index of Sheets 1 1 6 fi 14 $ 1,795.00
c Project Layout 1"=200' 1 4 16 20 41 $ 5,455.00
d Benchmark Layout 1"=200' 2 2 8 16 28 $ 31950.00
2 Roadway Plans&Geometry _
a Existinn Typical Sections 2 10 8 20 $ 2 570.00
b Proposed_Tical Sections 2 4 10 24 30 70 $ 9,920.00
c Horizontal Data Sheet 1 1 6 4 12 $ 1 725.00
d KFB Plan&Profile Sheets 1"=100'H and 1"=10'V 16 40 100 220 80 60 516 $ 73 640.00
e 6 Cross Street Plan&Profile Sheets 1"=100'H and 1'=10'V 2 10 72 144 48 12 288 $ 39,640.00
f Supplemental Grading Sheets 1"=40' 2 8 8 24 20 62 $ 9,290.00
Removal Sheets 1"=100' 2 20 60 20 102 $ 13 670.00
3 Grading and Details $
a 50-ft cross sections 4 30 106 220 40 400 $ 57,770.00
b Intersection layouts 5 locations 1"=40' 2 8 16 60 40 24 150 $ 19 850.00
c Driveway Details 2 10 40 52 $ 7,070.00
d Driveway Profiles 1 4 20 25 $ 3 375.00
e Miscellaneous roadwaydetails 2 4 10 40 24 80 $ 11,170.00
1870 262,365.00
Drainage Design _
a Performed by Halff __ $
signgn s a"NTS50100on
r1 Signing,Markings $ _
Site visits o ro ct corridor and surroundingareas $
a Sma Signing&Pavement ma mg layouts =100 2 2Q 22 50 1 0 51 68, 0.00
b Pavement Markin Details 2_ 4 8 6 20 $ 3,320.00
c Detail sheets for small signs 2 4 8 6 20 $ 3,020.00
354 $ 74,750.00
2 Traffic Si nalization $
10 $ 1610.00
a Collect&Evaluate traffic data 2 4 4
b Informational Traffic Signal Warrant Study 8 12 20 $ 3,800.00
c Field Review 4 4 8 $ 1,580.00
d Power and Util Coordination 2 6 8 16 $ 3,320.00
e Existin$Signal La outs 4 8 16 28 $ 41220.00
f Traffic_Signal La outs 4 30 42 64 140 $ 23 030.00
Schedule signing,and phasing sheets 26 32 42 100 $ 16,480,00
h Traffic Si nal Elevations 12 24 64 100 $ 14,660:00
i Detection Detail Sheets 5 32 42 79 $ 11 545.00
Standards 4 8 16 28 $ 4,220.00
k General Notes 4 8 8 20 $ 3,220.00
I Specifications 8 8 16 $ 3,160.00
m Cost Estimates 8 12 20 $ 3,800.00
n Shop_Drawing Review 10 40 16 66 $ 10 750.00
tv
651105,395.00
ace aneous. a
1 Retaining Walls _ $
a Investigate wall locations and determine.wall type 2 8 2 12 $ 2,000:00
b Retaining Wali Location Map 4 10 16 30 $ 3,890.00
c Retaining Wali Plan and Profile 1"=50'H 1"=5'V 4 20 80 160 60 40 364 $ 50 060.00
2 Traffic Control Plan $ -
KM54L--h1i31 - .X SX 1 2 4 40 32 1 1 78 $ 10,270.00
IV.PS&E Page 6 of 11
Fee Schedule/Budget for STV,Inc.
Task Description Manager
Senior Design Eff Senior CAD Senior CADIGIs Admin Total Labor Total Direct
Manager Engineer Engineer Technician Technician Technician Hours Labor Costa
$315.00 $235.00 $160.00 $125.00 $150.00 $1Z.00 $K.00 .00
b TCP Overview 2 10 8 12 32 $ 31860.00
c TCP Advanced WarningLayouts 1"=400' 2 8 16 4 30 $ 41 130.00
d TCP Narrative for Sequence of Construction 2 4 12 18 $ 3 490.00
e TCP Plans Sheets 1'=100' 6 20 100 180 80 60 21 $ 60,790.00
f TCP Details-Non Standard 1 4 8 8 21 $ 2,495.00
TCP Construction Schedule Developed 2 8 8 18 $ 3,790.00
$
3 Illumination
a Continuous Lighting Layouts 4 10 100 240 100 80 534 69,710.00
b Electrical Circuit Plans and Details 10 8 30 24 72 $ 9,660.00
c State and Utift Coordination,Power Source Coordination 4 4 $ 640.00
d ITS Layouts(Signal interconnects 2 20 80 20 122 $ 16 330.00
4 Quantities - $
a Traffic Control 2 4 4 10 $ 1,200.00
b Earthwork 2 2 2 8 14 $ 2,420.00
c Roadway__ 1 2 2 10 10 25 $ 3,305.00
d Retaining Walls 1 1 4 6 $ 895.00
�e Removal 1 1 10 10 22 $ 2,595.00
$
f Drainage) -
�9 Culverts $
h Suns1 2 10 10 23 $ 21755.00
i Pavement Markings 1 2 _ 10 _ 10 _ 23 $ 2,985.00
Signals 1 ~2 2 10 10 25 $ 3,305.00
k Illumination 1 1 10 10 22 $ 2,595.00
1 Utilities $ -_
m Erosion Control and SW3P $
5 Summa Sheets $
a Traffic Control 1 2 4 7 $ 945.00
b Earthwork 2 4 fi $ 630.00
c Roadway 1 1 2 4 8 $ 1180.00
d Retaining Walls 1 2 4 _ 7 $ 865.00
e Remove! 2 4 6 $ 630.00
_ $
f Drainage
Culverts $
h Signs 2 4 6 $ 630.00
i Pavement Markings 1 2 4 7 $ 945.00
'Signals 1 2 4 7 $ 865.00
k Illumination 1 1 2 4 8 $ 1,180.00
I Utilities 2 4 6 $ 630.00
m Erosion Control and SW3P __ _ ----- -- - $
6 Standards,Specifications and Estimate $
23 $ 3285.00
a Download,Prepare and Mod' Standards 1 2 20
b Specifications 4 16 8 4 32 $ 6 800.00
c General Notes 4 12 2 18 $ 4,330:00
d Preliminary Cost Estimate and item price identification 4 4 24 32 64 $ 10 040.00
7 Prepare contract bid documents and proposals 4 __ 10 32 30 76 $ 12,480.00
— - 2232 3080605.00
HOURS SUB-TOTALS 98 403 1166 2370 D 73fi 534 0 5307
SUBTOTAL $ 30,870.00 $ 94,705.00 $ 186,560.00 $ 296,250.00 $ - $ 92,000.00 $ 50,730.00 $ - $ 751,115.04
KFB 5&6 Exhibit D_2023-05-08.xlsx
IV.PS&E Page 7 of 11
Kenney Fort Blvd,
Segment 5&6
City of Round Rock
Fee Schedule/Budget for STV,Inc.
Task Description Project Senior Design EIT Admin Total Labor Total Direct
F�] as pti Hours Labor Costs
Manager Engineer Engineer
$315.00---t $235.00 $160.00 $125.00 9-5-. $0.00
V.PROJECT MANAGEMENT
A Project Management(18 months
1 Create and submit monthly invoices 12 18 $ 5,490.00
18
2 Prepare monthly rogress reports 9 9 18 $ 4,950.00
3 Prepare schedule 4 6 10 $ 2,220.00
4 Meet with Ci twice a month 36 36 72 $ 17,100.00
5 Internal Design Team Meetings 15 15 15 15 60 $ 12,525.00
6 Meet with property owners,stakeholders,and City 12 12 24 $ 6,600.00
7 Prepare project meeting summaries 4 12 24 40 $ 7,920.00
8 Monitor and Review Sub-consultant invoices 10 10 20 $ 4,100.00
9 Coordinate and Review Sub-consultant work products 6 40 46 $ 11,290.00
10 Project Closeout 2 8 8 4 22 $ 3,290.00
342 $ 759485.00
V.PROJECT MANAGEMENT-SUBTOTAL
HOURS SUB-TOTALS 110 88 89 23 32 0 342
SUBTOTAL $ 34,650.00 $ 20,680.00 $ 14,240.00 $ 2,875.00 $ 3,040.001$ - $ 75,485.00
KFB 5&6—Exhibit D_2023-05-08.xlsx
V.Project Management Page 8 of 11
Kenney Fort Blvd.
Segment 5&6
City of Round Rock
Fee Schedule/Budget for STV,Inc.
Task Description Project Senior Design EIT Admin Total Labor Total Direct
Manager Engineer Engineer Hours Labor Costs
$315.00 $235.00 $160.00 $125.00 $95.00 $0.00
Vi.Bid and Construction Phase Services
A Bid Phase
Al Coordinate with City during Bid Package 4 8 16 12 40 $ 7,200.00
A2 Attend pre-bid meeting 3 3 6 $ 1,425.00
A3 Assist City at contract bid opening 2 2 4 $ 880.00
A4 Tabulate bids,research low bidder,make recommendation 1 2 2 8 13 $ 2,105.00
L 1 63 $ 111610.00
B Construction Phase
Bi Create and submit monthly invoices(18 months) 9 18 27 $ 4,545.00
B2 Prepare for and attend pre-construction meeting 4 4 8 $ 1,900.00
B3 Attend bi-weekly construction meetings(18 months) 36 36 72 $ 19,800.00
B4 Respond to RFI's,make updates as agreed 10 20 30 60 120 $ 20,150.00
B5 Review Contractor Pay Applications(18 months) 4 4 36 44 $ 6,400.00
B6 Conduct final site visit for substantial completion 1 8 2 11 $ 2,445.00
B7 Provide shop drawing review 1 4 60 40 105 $ 15,855.00
B8 Develop as-builts 2 8 20 50 80 $ 11,960.00
467 $ 83,055.00
VI.Bid and Construction Phase Services-SUBTOTAL
HOURS SUB-TOTALS 77 86 139 210 18 0 530
SUBTOTAL $ 24,255.00 $ 20,210.00 $ 22,240.00 $ 26,250.00 $ 1,710.001$ - $ 94,665.00
KFB 5&6 Exhibit D_2023-05-08.xlsx
VI.Bid and Construction Phase Page 9 of 11
Kenney Fort Blvd.
Segment 5 & 6
City of Round Rock
Expense Item Unit Unit Cost Amount Total Cost
CADD Plotting sf $ 1.50 200 $ 300.00
Mylar Plots 22x34 As-Builts If $ 6.00 $ -
Digital Ortho Plotting If $ 2.00 $ -
11"X 17"Mylar sheet $ 1.00 $ -
8 112"X 11"BIW Paper Copies sheet $ 0.10 1,000 $ 100.00
11"X 17"BIW Paper Copies sheet $ 0.15 1,000 $ 150.00
8 112"X 11"Color Paper Co les sheet $ 1.00 250 $ 250.00
11"X 17"Color Paper Copies sheet $ 1.80 250 $ 450.00
Fax Copies sheet $ 0.10 $ -
Film and Development roll $ 8.00 $ -
4 X 6 Digital Color Prints picture $ 0.50 $ -
Oversized Digital Color Prints icture $ 50.00 $ -
Standard Postage letter $ 0.44 $ -
Express Mail Standard each $ 15.00 $ -
Express Mail Oversized each $ 30.00 $ -
Deliveries each $ 25.00 4 $ 100.00
Airfare each $ 200.00 $ -
Rental Car da $ 80.00 15 $ 11200.00
Lodging da $ 85.00 15 $ 11275.00
Meals da $ 36.00 15 $ 540.00
Mileage mile $ 0.550 2,500 $ 11375.00
GPS Rental da $ 80.000 5 $ 400.00
HazMat Database Search each $ 21000.000 2 $ 4,000.00
SUBTOTAL DIRECT EXPENSES $ 90,140.00
KFB 5&6 Exhibit D 2023-05-08.xlsx
EXPENSES Page 10 of 11
Kenney Fort Blvd.
Segment 5 &6
City of Round Rock
Fee Schedule/Budget
Horizon
Total Labor Total Direct
Project Task Description Hours Labor Costs
Phase
II Environmental&Public Involvement
B Due Dii once Studies
4 Cultural Resources
a Task 1—Archeological Back round Studies $ '1,000.00
$ 1'1,500.00
b Task 2—Archeological SurveyFieldwork
c Task 3—Archeological Technical Report $ 3 500.00
d Task 4---Records Curation $ 1 700.00
$ 77,700.00
Sub Total $ 17,700.00
KFB 5&6—Exhibit D 2023-05-08.xisx
II.Environmental-Horizon Page 11 of 11
Kenney Fort Blvd.
Segment 5&6
City of Round Rock
Fee Schedule/Budget
Halff Associates,Inc.
j Sr EngIQC PM Project Design Tech Tech Tech Admin Admin Total Labor Total Direct
Project Task Description Engineer Engineer ER III it 1 II 1 Hours Labor Costs
Phase
$310.08 $237.47 $179.38 $140.09 $116.17 $108.39 $85.28 $68.40 $84.91 $67.52
1. ROUTE AND DESIGN STUDIES
A DATA COLLECTION 2 8 10 20 40 $ 5,634.28
B AGENCY COORDINATION
D SCHEMATIC LAYOUT DEVELOPMENT 0 $
8 En ineees opinion of probable cost 1 2 2 4 4 $ 2,168.82
0
9 Prepare project schematic lots 0 $
h Drainage structures from H&H report 1 2 4 8 15 30 $ 4,365.81
F HYDROLOGY AND HYDRAULIC ANALYSIS 0 $
1 Cross Structure H&H 0 $
a Hydrology 2 4 10 20 40 76 $ 10 812.44
bJ Hydraulics 4 8 20 40 80 152 $ 21 624.88
2 Hydrology and Hydraulic Impact Analysis 0 $ _
a Data Collection 0 $
b Hydrology 2 4 6 $ 744.86
C) Hydraulics 4 8 12 $ 1,489.72
d Miti abon 1 1 2 4 16 24 $ 3,325.39
1
e CLOMRILOMR NIA 0 $
3 UBCWCID Impact Analysis 6 4 4 6 20 $ 4,368.42
4 Preliminary Drainage Report 8 10 20 40 60 40 178 $ 25 352.34
G WATER QUALITY NIA 0 $
551 $ 79,886.96
IV PLANS SPECIFICATIONS&ESTIMATE _
0 $
B DRAINAGE DESIGN _
0 $
1 Cross Structure H&H
0 $
a Data Collection
27 $ 4017.30
b Hydrology 1 2 4 8 12
c Hydraulics 1 2 4 12 24 43 $ 5 971.70
d Culvert Layout Sheets 5 10 20 40 60 100 235 $ 30 925.50
e Hydraulic Data Sheets 5 5 10 20 20 60 120 $ 16,160-15
Culvert Standards and Detail Sheets 1 4 4 9 $ 1,038.33
2 Hydrology and Hydraulic Impact Analysis 0 $
a Data Collection 0 $ _
b H drol Intemal Drainage) 0 $ _
C) Hydraulics Intemal Drainage) 0 $
d Hydraulic Impact Mitigation NIA 0 $
Scour Analysis 10 10 20 20 30 90 $ 15 350.00
3 Storm Sewer Design Plan Production 0 $
a Interior Drainage Area Mas 8 10 40 80 100 120 358 $ _47,861.54
b Hydraulic Data Sheets 4 8 16 32 64 128 252 $ 31 801.84
C) Storm Sewer Computations 20 100 140 160 420 $ 60 887.20
d Storm Sewer P&P 20 40 60 80 160 320 680 $ 90 942.40
e Tabular Ditch Data 2 4 8 16 32 64 126 $ 15 900.92
Non Standard Details 6 8 10 40 100 160 324 $ 40 117.04
Identify Trench Protection 1 2 8 11 $ 1,519.6
4 Final Drainage Report-(Updated for Design) 2 4 10 20 40 10 86 $ 11 896.34
5 1 FEMA Permitting NIA 0 $
6 1 SW3P and Erosion Control 1 8 36 50 95 189 $ 26,398-091
KFB 56 Exhibit D-Halff 20230508.xlsx
Fee Estimate Page 1 of 2
Kenney Fort Blvd.
Segment 5&6
City of Round Rock
Fee Schedule/Budget
Halff Associates,Inc.
Project Design Tech Tech Tech Admin Admin Total Labor Total Direct
Pro e Task Description Sr EngIQC PM Engineer Engineer EtT 111 11 1 11 1 Hours Labor Costs
Phase
$310.08 $237.47 $179.38 $140.09 $116.17 $108.39 $85.28 $68.40 84.99 $67.52
7 Streambank Stability Analysis NIA 0 $ _
E MISCELLANEOUS ROADWAY 0 $ _
0 $
4 Quantities
30 $ 3 802.88
Drainage 2 8 20
Culverts 2 8 16 26 $ 31338.20
5 Summary Sheets NIA -CPBY 0 $ _
Drainage 0 $ _
gJ Culverts 0 $
3,026 $ 407,929.05
V PROJECT MANAGEMENT
A PROJECT MANAGEMENT 0
36 $ 5802.84
1 MonthlyInvoices 18 18
2 MonthlyProgress Reports 18 18 $ 4 274.46
3 Attend up to 3 meetings with the City 6 4 4 6 20 $ 3,399.72
4 Prepare Meeting Summaries 1 6 7 $ 876.40
5 Bi weekly DesiAn Meetings 0 $
81 $ 14,353.42
V1 BID AND CONSTRUCTION PHASE SERVICES _
A BID PHASE SERVICES 0 $
1 Bid packaAe and bidder quesfions 2 2 10 40 54 $ 6,881.40
2 Attendpm-bid meeUnq 2 2 2 2 8 $ 1346.22
62 $ 8,227.62
B CONSTRUCTION PHASE SERVICES
1 MonthlyInvoices 9 18 27 $ 3 665.61
2 Pre-construction meeting 2 2 2 6 $ 1 066.04
3 Construction meetings 6 2 2 12 12 28 $ 3,908.82
4 Construction Support Services 4 8 16 40 68 $ 9,273.16
6 Final Inspection 2 2 2 6 $ 871.28
7 Provide shop drawings review 24 40 64 $ 8,951.92
8 Provide record drawin s 8 24 48 80 $ 10 373.36
279 $ 38,110.19
Sub Totaij 88 1 227 467 785 1,390 1,006 0 0 1 36 0 3,999 1$ 548,507.24
KFB 56 Exhibit D-Halff_20230508.xlsx
Fee Estimate Page 2 of 2
EXHIBIT E
Certificates of Insurance
Attached Behind This Page
Client#: 350843 STVGROUP
ACORDT. C OF LIABILITY INSURANCE DATE(MM/DDIYYYY)
06/01/2023
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 policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION 1S WAIVED,subject to the terms and conditions of the policy,certain 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 CONTNAME:: Alec Simhony
Conner Strong&Buckelew PHHON Ext):856-479-2201 FAX No
PO Box 99106 E-MAIL
ESS:ADDRESS: asimhony@connerstrong.com
Camden,NJ 08101 INSURER(S)AFFORDING COVERAGE NAIC#
877 861-3220 Underwriters At Lloyds INSURER A: ds 085202 Y
INSUREDINSURER B:National Union Fire Insurance Co. 19445
CP&Y,Inc.DBA STV Infrastructure INSURER C:XL Insurance America,Inc. 24554
1820 Regal Row,Suite 200 New Hampshire Ins.Co.
INSURER D: P 23841
Dallas,Texas 75235
INSURER E:Starr Surplus Lines Ins.Co. 13604
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 REDUCED BY PAID CLAIMS.
iNSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS
LTR INSR WVD POLICY NUMBER MMIDD/YYYY MMIDDIYYYY
A X COMMERCIAL GENERAL LIABILITY X X GLL1064904 04/01/2023 04/01/2024 EACH�OECCCURRENCE s2,000,000
CLAIMS-MADE [:X OCCUR PREMISES Ea occurrrence $100,000
X $101000,000 MED EXP(Any one person) _$_5,000
PERSONAL&ADV INJURY $2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000,000
PRO F-]
-
POLICY
F_X
JECT LOC PRODUCTS-COMP/OP AGG $4,000,000
OTHER: $
B AUTOMOBILE LIABILITY X X CA4489616(AOS) 4/01/2023 04/01/202 Eaacccl den SINGLE LIMIT 2,0009000
X ANY AUTO BODILY INJURY(Per person) $
OWNED SCHEDULED BODILY INJURY(Per accident) $
AUTOS ONLY AUTOS
HIREDNON-OWNED PROPERTY DAMAGE
X AUTOS ONLY X AUTOS ONLY $250 COMP DED Per accident $
$500 COLL DED Med Expense $59000
C UMBRELLA LIAB X OCCUR X X US00083352LI23A 4/01/2023 04/01/2024 EACH OCCURRENCE $5 000 000
X EXCESS LIAB CLAIMS-MADE AGGREGATE $5 000 OOO
DED I RETENTION$ $
D WORKERS COMPENSATION
AND EMPLOYERS'LIABILITY Y!N X 015893609(AOS) 04/0112023 04/01/2024.
TX PER OTH-
D ANY PROPRIETOR/PARTNER/EXECUIVE 015893610(CA) 4/01/2023 04/011202 E.L.EACH ACCIDENT $1,000,000
OFFICER/MEMBER EXCLUDED? I NJ N/A
(Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1 0009000
If yes,describe under
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000
E Professional X 1000633951231 4/01/2023 04/01/2024 Per Claim:$5,000,000
Liability Aggregate:$5,000,000
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required)
1.Property Coverage:(Including Blanket Limit)
Policy#: MX193088686/Policy Term:4/1/2023-4/112024
Insurance Carrier:AGCS Marine Insurance Company(Allianz Global Corporate&Specialty)/NAIC#:22837
Blanket Limit:$25,000,000; Real,BPP&BI/EE
Valuable Papers Limits:$25,000,000(included in blanket)
(See Attached Descriptions)
CERTIFICATE HOLDER CANCELLATION
Cit Manager-Cit of Round SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
City g y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
Rock ACCORDANCE WITH THE POLICY PROVISIONS.
221 East Main Street
Round Rock,TX 78664 AUTHORIZED REPRESENTATIVE
O 1988-2015 ACORD CORPORATION.All rights reserved.
ACORD 25(2016103) 1 of 2 The ACORD name and logo are registered marks of ACORD
#S4021978/M3925932 ANS
DESCRIPTIONS (Continued from Page 1)
All Risk Coverage-Agreed Value
Leased l Rented 1 Borrowed Equipment from Others Sublimit:$100,000
2.Contractor's Pollution Liability:
Policy#:03106092/Policy Term:4/1/2023-4/1/2024
Insurance Carrier:Allied World Assurance Company(U.S.)Inc.l NAIC#:19489
Per Pollution Condition:$5,000,000
Aggregate Limit:$5,000,000
3.The Captioned Commercial General Liability Policy includes the following coverage:
a.XCU
b.Contractual Liability
c.Contractual Liability-Railroads is included by amending the definition of an"Insured Contract"when
working within 50ft of a Railroad(CG 2417 10 01)
4.The Captioned Workers Compensation&Employers Liability coverage includes the following coverage on an
if any basis:
a.USL&H
b.Maritime
c.FELA
5.The captioned Workers Compensation Policy includes Employers Liability l Stop GAP Coverage for the
following states subject to the following limits:
1.North Dakota
2.Washington
3.Wyoming
4.Ohio
Limits:
1.$1,000,000 Employers Liability-Each Accident
2.$1,000,000 Employers Liability-Disease-Each Employee
3.$1,000,000 Employers Liability-Disease-Policy Limit
6.A Waiver of Subrogation is provided in favor of the Additional insureds under the captioned Commercial
General Liability,Business Automobile Liability,Commercial Excess Liability,Workers Compensation&
Employers Liability and Contractor's Pollution Liability Coverages if required by written contract&
permitted by state law.
7.The captioned Commercial Excess Liability policy is following form of the Commercial General
Liability,Automobile Liability,and Employers Liability Policies.
8.30 Days Notice of Cancellation and Non-Renewal,10 Days Notice in the event of Non-Payment of Premium,
will be provided subject to the terms and conditions of the policy.
Kenney Fort Boulevard Segments 5&6
STV Project No.RNDR2100769.00
City Manager-City of Round Rock are included as Additional Insureds if required by written contract under
the following coverage:
Commercial General Liability,Business Automobile Liability,Contractors Pollution Liability and Commercial
Excess Liability Coverage.The Additional Insured coverage is provided on a Primary Noncontributory basis
if required by written contract.The Additional Insured coverage under the Commercial General Liability is
provided for both Ongoing and Completed Operations under ISO Form#s CG 20 10 07 04 and CG 20 37 07 04.
SAGITTA 25.3(2016103) 2 of 2
#S40219781M3925932