HomeMy WebLinkAboutResolution - 2022-R0513 - Service Agreement 17031 with Kimley-Horn and AssociatesResolution No. 2022-RO513
Item No. 5.12
December 13, 2022
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute
and on behalf of the City of Lubbock, Professional Services Agreement No. 17031
professional design services for 98th Street from Alcove Avenue to Upland Avenue, by
between the City of Lubbock and Kimley-Horn and Associates, Inc., a Texas Corporation,
related documents. Said Contract is attached hereto and incorporated in this resolution as if F
set forth herein and shall be included in the minutes of the City Council.
Passed by the City Council on
ATTEST:
pjm�� t?(�
Rebec4 Garza, City Se
APPROVED AS TO CONTENT:
V�.
Erik Rejino, Assistant City Manager
APPROVED AS TO FORM:
iellil Leisure, Assistant City Attorney
December 13, 2022
TRAY PA E, MAYOR
ccdocs/RES.PSA-No. 17031 KH 981 — Alcove to Upland
12.7.22
Resolution No. 2022-RO513
PROFESSIONAL SERVICES AGREEMENT
STATE OF TEXAS §
COUNTY OF LUBBOCK §
This Professional Service Agreement ("Agreement") Contract No. 17031 is entered into this
13thday of December , 2022, is by and between the City of Lubbock (the "City"), a Texas home
rule municipal corporation, and Kimley-Horn and Associates, Inc., (the" Engineer"), a North Carolina
corporation.
WITNESSETH
WHEREAS, The City desires to contract with the Engineer to provide professional services for
Professional Design Services for 981h Street from Alcove Avenue to Upland Avenue — 22B, (the
"Activities"); and
WHEREAS, the Engineer has a professional staff experienced and is qualified to provide
professional engineering services related to Activities, and will provide the services, as defined below, for
the price provided herein, said price stipulated by the City and the Engineer to be a fair and reasonable
price; and
WHEREAS, the City desires to contract with the Engineer to provide professional services
related to the Activities, and Engineer desires to provide the Services related to same.
NOW THEREFORE, for and in consideration of the terms, covenants and conditions set forth in
this Agreement, the City and the Engineer hereby agree as follows:
ARTICLE I. TERM
The term of this Agreement commences on the Effective Date and continues without interruption
for a term of 1 year. If the Engineer determines that additional time is required to complete the Services,
the City Engineer, may, but is not obligated to, in his or her discretion, execute an agreement to grant up to
an additional six (6) months of time so long as the amount of the consideration does not increase. An
amendment to this Agreement resulting in an increase in the amount of the consideration must be approved
by the City acting through its governing body.
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ARTICLE II. SERVICES AND COMPENSATION
A. The Engineer shall conduct all activities, and within such timeframes, as set forth on Exhibit
"A", attached hereto (the "Services").
B. The Engineer shall receive as consideration to be paid for the performance of the Services, in
an amount not to exceed $989,290, as set forth in Exhibit "B".
ARTICLE III. TERMINATION
A. General. The City may terminate this Agreement, for any reason or convenience, upon thirty
(30) days written notice to the Engineer. In the event this Agreement is so terminated, the City shall only
pay the Engineer for services actually performed by the Engineer up to the date the Engineer is deemed to
have received notice of termination, as provided herein.
B. Termination and Remedies. In the event the Engineer breaches any term and/or provision of this
Agreement, the City shall be entitled to exercise any right or remedy available to it by this Agreement, at
law, equity, or otherwise, including without limitation, termination of this Agreement and assertion of an
action for damages and/or injunctive relief. The exercise of any right or remedy shall not preclude the
concurrent or subsequent exercise of any right or remedy and all rights and remedies shall be cumulative.
ARTICLE IV. NON - ARBITRATION
The City reserves the right to exercise any right or remedy available to it by law, contract, equity,
or otherwise, including without limitation, the right to seek any and all forms of relief in a court of
competent jurisdiction. Further, the City shall not be subject to any arbitration process prior to exercising
its unrestricted right to seek judicial remedy. The remedies set forth herein are cumulative and not exclusive,
and may be exercised concurrently. To the extent of any conflict between this provision and another
provision in, or related to, this Agreement, this provision shall control.
ARTICLE V. REPRESENTATIONS AND WARRANTIES
A. Existence. The Engineer is a corporation validly existing, and in good standing under the laws
of the State of Texas and is qualified to carry on its business in the State ofTexas.
B. Corporate Power. The Engineer has the corporate power to enter into and perform this
Agreement and all other activities contemplated hereby.
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C. Authorization. Execution, delivery, and performance of this Agreement and the activities
contemplated hereby have been duly and validly authorized by all the requisite corporate action on the part
of the Engineer. This Agreement constitutes legal, valid, and binding obligations of the Engineer and is
enforceable in accordance with the terms thereof.
D. Engineer. The Engineer maintains a professional staff and employs, as needed, other qualified
specialists experienced in providing the Services, and is familiar with all laws, rules, and regulations, both
state and federal, including, without limitation the applicable laws, regarding the Activities contemplated
hereby.
E. Performance. The Engineer will and shall conduct all activities contemplated by this Agreement
in accordance with the standard of care, skill and diligence normally provided by a professional person in
performance of similar professional services, and comply with all applicable laws, rules, and regulations,
both state and federal, relating to professional services, as contemplated hereby.
F. Use of Copyrighted Material. The Engineer warrants that any materials provided by the Engineer
for use by City pursuant to this Agreement shall not contain any proprietary material owned by any other
party that is protected under the Copyright Act or any other law, statute, rule, order, regulation, ordinance
or contractual obligation relating to the use or reproduction of materials. The Engineer shall be solely
responsible for ensuring that any materials provided by the Engineer pursuant to this Agreement satisfy this
requirement and the Engineer agrees to indemnify and hold City harmless from all liability or loss caused
to City or to which City is exposed on account of the Engineer's failure to perform this duty.
ARTICLE VI. SCOPE OF WORK
The Engineer shall accomplish the following: Professional Services related to the Services, as
provided in Exhibit "A", attached hereto and made a part hereof.
ARTICLE VII. INDEPENDENT CONTRACTOR STATUS
The Engineer and the City agree that the Engineer shall perform the duties under this Agreement
as an independent contractor and shall be considered as independent contractor under this Agreement and/or
in its activities hereunder for all purposes. The Engineer has the sole discretion to determine the manner in
which the Services are to be performed. During the performance of the Services under this Agreement, the
Engineer and the Engineer's employees and/or sub -consultants, will not be considered, for any purpose,
employees or agents of the City within the meaning or the application of any federal, state or local law or
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regulation, including without limitation, laws, rules or regulations regarding or related to unemployment
insurance, old age benefits, workers compensation, labor, personal injury or taxes of any kind.
ARTICLE VIII. INSURANCE
The Engineer shall procure and carry, at its sole cost and expense through the life of this Agreement,
except as otherwise provided herein, insurance protection as hereinafter specified, in form and substance
satisfactory to the City, carried with an insurance company authorized to transact business in the state of
Texas, covering all aspects and risks of loss of all operations in connection with this Agreement, including
without limitation, the indemnity obligations set forth herein. The Engineer shall obtain and maintain in
full force and effect during the term of this Agreement, and shall cause each approved subcontractor or sub -
consultant of the Engineer to obtain and maintain in full force and effect during the term of this Agreement,
commercial general liability, professional liability and automobile liability coverage for non -owned and
hired vehicles with insurance carriers admitted to do business in the state of Texas. The insurance
companies must cant' a Best's Rating of A-VII or better. Except for Professional Liability, the policies will
be written on an occurrence basis, subject to the following minimum limits of liability:
Commercial General Liability:
Per Occurrence Single Limit: $1,000,000
General Aggregate Limit: $2,000,000
Professional Liability:
Combined Single Limit: $2,000,000
Automobile Liability:
Combined Single Limit for any auto: $1,000,000 Per Occurrence
Employer's Liability:
Per Occurrence Single Limit: $1,000,000
Worker's Compensation
Per Occurrence Single Limit: $500,000
The Engineer shall further cause any approved subcontractor or sub -consultant to procure and
carry, during the term of this Agreement, the insurance coverage required of Engineer herein, including
without limitation, Professional Liability coverage, protecting the City against losses caused by the
professional negligence of the approved subcontractor or sub -consultant. The City shall be listed as a
primary and noncontributory additional insured with respect to the Automobile Liability and Commercial
General Liability and shall be granted a waiver of subrogation under those policies. The Engineer shall
provide a Certificate of Insurance to the City as evidence of coverage.
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The Certificate shall provide 30 days' notice of cancellation. A copy of the additional insured
endorsement and waiver of subrogation attached to the policy shall be included in the Certificate. The
Engineer shall elect to obtain worker's compensation coverage pursuant to Section 406.002 of the Texas
Labor Code. Further, the Engineer shall maintain said coverage throughout the term of this Agreement and
shall comply with all provisions of Title 5 of the Texas Labor Code to ensure that the Engineer maintains
said coverage. The Engineer may maintain Occupational Accident and Disability Insurance in lieu of
Worker's Compensation. In either event, the policy must be endorsed to include a waiver of subrogation in
favor of the City. If at any time during the life of the Agreement or any extension hereof, the Engineer fails
to maintain the required insurance in full force and effect, the Engineer shall be in breach hereof and all
work under the Agreement shall be discontinued immediately.
Notwithstanding anything contained herein to the contrary, the professional liability policy shall be
maintained at the Engineer's sole cost and expense. The retroactive date shall be no later than the
commencement of the performance of this Agreement and the discovery period (possibly through tail
coverage) shall be no less than 10 years after the completion of the Services provided for in this Agreement.
The provisions of this Article VIII shall survive the termination or expiration of this Agreement.
ARTICLE IX. EMPLOYMENT OF AGENTS/RETAINING OF CONSULTANTS
The Engineer may employ or retain consultants, contractors, or third parties (any of which are
referred to herein as "Sub -consultant"), to perform certain duties of Engineer, as set forth on Exhibit "A",
attached hereto, under this Agreement, provided that the City approves the retaining of Sub -consultants.
The Engineer is at all times responsible to the City to perform the Services as provided in this Agreement
and the Engineer is in no event relieved of any obligation under this Agreement upon retainage of any
approved Sub -consultant. Any agent and/or Sub -consultant retained and/or employed by the Engineer shall
be required by the Engineer to carry, for the protection and benefit of the City and the Engineer and naming
said third parties as additional insureds, insurance as described above required to be carried by the Engineer
in this Agreement.
The Engineer represents that such services are either under applicable value thresholds or are
otherwise exempt from notice and/or bid requirements under Texas Law.
ARTICLE X. CONFIDENTIALITY
The Engineer shall retain all information received from or concerning the City and the City's
business in strictest confidence and shall not reveal such information to third parties without prior written
consent of the City, unless otherwise required by law.
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ARTICLE XI. INDEMNITY
THE ENGINEER SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF LUBBOCK
AND ITS ELECTED OFFICIALS, OFFICERS, AGENTS, AND EMPLOYEES FROM ALL SUITS,
ACTIONS, LOSSES, DAMAGES, CLAIMS, OR LIABILITY OF ANY KIND, CHARACTER, TYPE,
OR DESCRIPTION, INCLUDING WITHOUT LIMITING THE GENERALITY OF THE FOREGOING,
ALL EXPENSES OF LITIGATION, COURT COSTS, AND ATTORNEY'S FEES, FOR INJURY OR
DEATH TO ANY PERSON, OR INJURY TO ANY PROPERTY, RECEIVED OR SUSTAINED BY
ANY PERSON OR PERSONS OR PROPERTY, TO THE EXTENT CAUSED BY OR RESULTS
FROM , THE NEGLIGENT ACTS OF THE ENGINEER, ITS AGENTS, EMPLOYEES, AND/OR
SUBCONSULTANTS, RELATED TO THE PERFORMANCE, OPERATIONS OR OMISSIONS
UNDER THIS AGREEMENT AND/OR THE USE OR OCCUPATION OF CITY OWNED PROPERTY.
THE INDEMNITY OBLIGATION PROVIDED HEREIN SHALL SURVIVE THE EXPIRATION OR
TERMINATION OF THIS AGREEMENT. SUBJECT TO THE LIMITATIONS IN TEXAS LOCAL
GOVERNMENT CODE SECTION 271.904
ARTICLE XII. COMPLIANCE WITH APPLICABLE LAWS
The Engineer shall comply with all applicable federal, state and local laws, statutes, ordinances,
rules and regulations relating, in any way, manner or form, to the activities under this Agreement, and any
amendments thereto.
ARTICLE XIII. NOTICE
A. General. Whenever notice from the Engineer to the City or the City to the Engineer is required
or permitted by this Agreement and no other method of notice is provided, such notice shall be given by
(1) actual delivery of the written notice to the other party by hand (in which case such notice shall be
effective upon delivery); (2) facsimile (in which case such notice shall be effective upon delivery); or (3)
by depositing the written notice in the United States mail, properly addressed to the other party at the
address provided in this article, registered or certified mail, return receipt requested, in which case such
notice shall be effective on the third business day after such notice is so deposited.
B. Engineer's Address. The Engineer's address and numbers for the purposes of notice are:
Kimley-Horn and Associates, Inc.
Leslie Bruce, P.E.
1207 Ave F NW, Suite 1
Childress, Texas 79201
Telephone: 940-226-4218
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Email: leslie.bruce@kimley-hom.com
Page 7 of 11
C. City's Address. The City's address and numbers for the purposes of notice are:
Zoltan Fekete, P.E.
City of Lubbock
P.O. Box 2000
1314 Avenue K
Lubbock, Texas 79457
Email: zfekete@mylubbock.us
Telephone: 806-775-3317
D. Change of Address. Either party may change its address or numbers for purposes of notice by
giving written notice to the other party as provided herein, referring specifically to this Agreement, and
setting forth such new address or numbers. The address or numbers shall become effective on the 15th day
after such notice is effective.
ARTICLE XIV. CITY -PROVIDED DATA AND RESPONSIBILITIES
Provision of Data. The City shall furnish the Engineer non -confidential studies, reports and other
available data in the possession of the City pertinent to the Engineer's Services, so long as the City is
entitled to rely on such studies, reports and other data for the performance of the Engineer's Services under
this Agreement (the "Provided Data"). The Engineer shall be entitled to use and rely, so long as such
reliance is reasonable, upon all such Provided Data.
ARTICLE XV. MISCELLANEOUS
A. Captions. The captions for the articles and sections in this Agreement are inserted in this
Agreement strictly for the parties' convenience in identifying the provisions to this Agreement and shall not
be given any effect in construing this Agreement.
B. Audit. The Engineer shall provide access to its corporate books and records to the City. The City
may audit, at its expense and during normal business hours, the Engineer's books and records with respect
to this Agreement between the Engineer and the City.
C. Records. The Engineer shall maintain records that are necessary to substantiate the services
provided by the Engineer. D. Assignability. The Engineer may not assign this Agreement without the prior
written approval of the City.
E. Successor and Assigns. This Agreement binds and inures to the benefit of the City and the
Engineer, and in the case of the City, its respective successors, legal representatives, and assigns, and in the
case of the Engineer, its permitted successors and assigns.
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F. Construction and Venue.
THIS AGREEMENT SHALL BE GOVERNED BY AND CONSTRUED IN ACCORDANCE WITH THE
LAWS OF THE STATE OF TEXAS. THIS AGREEMENT IS PERFORMABLE IN LUBBOCK
COUNTY, TEXAS. THE PARTIES HERETO HEREBY IRREVOCABLY CONSENT TO THE SOLE
AND EXCLUSIVE JURISDICTION AND VENUE OF THE COURTS OF COMPETENT
JURISDICTION OF THE STATE OF TEXAS, COUNTY OF LUBBOCK, FOR THE PURPOSES OF
ALL LEGAL PROCEEDINGS ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE
ACTIONS THAT ARE CONTEMPLATED HEREBY.
G. Severability. If any provision of this Agreement is ever held to be invalid or ineffective by any
court of competent jurisdiction with respect to any person or circumstance, the remainder of this Agreement
and the application of such provision to persons and/or circumstances other than those with respect to which
it is held invalid or ineffective shall not be affected thereby.
H. Amendment. No amendment, modification, or alteration of the terms of this Agreement shall be
binding unless such amendment, modification, or alteration is in writing, dated subsequent to this
Agreement, and duly authorized and executed by the Engineer and the City.
I. Entire Agreement. This Agreement, including Exhibits "A" through `B" attached hereto, contains
the entire agreement between the City and the Engineer, and there are no other written or oral promises,
conditions, warranties, or representations relating to or affecting the matters contemplated herein.
J. No Joint Enterprise. Nothing contained herein shall be construed to imply a joint venture, joint
enterprise, partnership or principal - agent relationship between the Engineer and the City.
K. Documents Owned by City. Any and all documents, drawings and specifications prepared by
Engineer as part of the Services hereunder, shall become the property of the City when the Engineer has
been compensated as set forth in Article II, above. The Engineer shall make copies of any and all work
products for its files.
L. Notice of Waiver. A waiver by either the City or the Engineer of a breach of this Agreement
must be in writing and duly authorized to be effective. In the event either party shall execute and deliver
such waiver, such waiver shall not affect the waiving party's rights with respect to any other or subsequent
breach.
M. Third Party Activities. Nothing in this Agreement shall be construed to provide any rights or
benefits whatsoever to any party other than the City and the Engineer.
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N. Non -Appropriation. All funds for payment by the City under this Agreement are subject to the
availability of an annual appropriation for this purpose by the City. In the event of non -appropriation of
funds by the City Council of the City of Lubbock for the services provided under the Agreement, the City
will terminate the Agreement, without termination charge or other liability, on the last day of the then -
current fiscal year or when the appropriation made for the then -current year for the services covered by this
Agreement is spent, whichever event occurs first (the "Non -Appropriation Date"). If at any time funds are
not appropriated for the continuance of this Agreement, cancellation shall be accepted by the Engineer on
thirty (30) days prior written notice, but failure to give such notice shall be of no effect and the City shall
not be obligated under this Agreement beyond the Non -Appropriation Date.
O. Contracts with Companies Engaged in Business with Iran, Sudan, or Foreign Terrorist
Organization Prohibited. Pursuant to Section 2252.152 of the Texas Government Code, prohibits the City
from entering into a contract with a vendor that is identified by The Comptroller as a company known to
have contracts with or provide supplies or service with Iran, Sudan or a foreign terrorist organization.
P. No Boycott of Israel. Pursuant to Section 2271.002 of the Texas Government Code, a) This
section applies only to a contract that: (1) is between a governmental entity and a company with 10 or more
full-time employees; and (2) has a value of $100,000 or more that is to be paid wholly or partly from public
funds of the governmental entity. (b) A governmental entity may not enter into a contract with a company
for goods or services unless the contract contains a written verification from the company that it: (1) does
not boycott Israel; and (2) will not boycott Israel during the term of the contract.
Q. Texas Public Information Act. The requirements of Subchapter J, Chapter 552, Government
Code, may apply to this contract and the contractor or vendor agrees that the contract can be terminated if
the contractor or vendor knowingly or intentionally fails to comply with a requirement of that subchapter.
To the extent Subchapter J, Chapter 552, Government Code applies to this agreement, Contractor agrees
to: (1) preserve all contracting information related to the contract as provided by the records retention
requirements applicable to the governmental body for the duration of the contract; (2) promptly provide to
the governmental body any contracting information related to the contract that is in the custody or
possession of the entity on request of the governmental body; and (3) on completion of the contract, either:
(A) provide at no cost to the governmental body all contracting information related to the contract that is in
the custody or possession of the entity; or (B) preserve the contracting information related to the contract
as provided by the records retention requirements applicable to the governmental body.
R. Texas Government Code 2274. By entering into this Agreement, Engineer verifies that: (1) it
does not, and will not for the duration of the contract, have a practice, policy, guidance, or directive
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that discriminates against a firearm entity or firearm trade association or (2) the verification required by
Section 2274.002 of the Texas Government Code does not apply to the contract. If Engineer is a company
with 10 or more full-time employees and if this Agreement has a value of at least $100,000 or more,
Engineer verifies that, pursuant to Texas Government Code Chapter 2274, it does not have a practice,
policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and
will not discriminate during the term of the contract against a firearm entity or firearm trade association.
S. Engineer represents and warrants that: (1) it does not, and will not for the duration of the
contract, boycott energy companies or (2) the verification required by Section 2274.002 of the Texas
Government Code does not apply to the contract. If Engineer is a company with 10 or more full-time
employees and if this Agreement has a value of at least $100,000 or more, Engineer verifies that, pursuant
to Texas Government Code Chapter 2274, it does not boycott energy companies; and will not boycott
energy companies during the term of the Agreement. This verification is not required for an agreement
where a governmental entity determines that these requirements are inconsistent with the governmental
entity's constitutional or statutory duties related to the issuance, incurrence, or management of debt
obligations or the deposit, custody, management, borrowing, or investment of funds.
T. Professional Responsibility. All architectural or engineering services to be performed shall be
done with the professional skill and care ordinarily provided by competent architects or engineers practicing
under the same or similar circumstances and professional license.
REMAINDER OF PAGE LEFT BLANK INTENTIONALLY
Page 10 of 11
EXECUTED as of the Effective Date hereof.
CITY OF LUBBOCK
ATTEST:
Rebecc Garza, City Secre
APPROVED AS TO CONTENT:
Mike Keenum, P.E., CFM
Erik Rejino, Assistant City Manager
APPROVED AS TO FORM:
Welliure, Assistant City Attorney
TRA P E, MAYOR
Firm
Kimley-Hom and Associates, Inc.
By:
Kevin Hoppers, .E., Sr. Vice President
Page 11 of 11
EXHIBIT A
Engineering Scope of Services
9811 Street reconstruction — Alcove Avenue to Upland Avenue
City of Lubbock
Project Understanding
1. Existing corridor:
a. Existing unpaved roadway.
b. Upland intersection completed to the East and plans have been developed as
part of Upland Avenue Phase 2.
c. Alcove Intersection is undeveloped.
d. Drainage channel along south side is adjacent to Windstone at Upland
subdivision.
2. Proposed improvements consist of:
a. Design 7-lane roadway between Alcove and Upland.
b. Develop plans for 3-lane construction to accommodate future widening.
Location of 3-lane limits to be determined through design.
c. Preliminary design of future construction of 98th West of Alcove for
approximately 1,500 feet. Final design will not be performed with this scope of
services.
d. 7-lane ultimate design of approaches at Alcove Avenue and Upland Avenue
intersections (concrete approach legs).
L Alcove intersection to be designed to align with improvements to the
east with no construction North or South and minor construction to
West of intersection.
ii. Upland intersection to be coordinated with current Upland Phase 2
design.
e. 3-lane interim design of approaches at Alcove Avenue and Upland Avenue
intersections.
f. 30-ft. wide drainage channel within existing 40' drainage easement adjacent
to south ROW.
g. Intersection improvements for culvert installations.
h. Playa cut/fill to offset any roadway fill placed within the limits of Playa 133.
i. Utility adjustments.
3. Special Considerations for this project:
a. Due to the City's desire to have this project ready for bid in late 2023, a non-
typical delivery schedule will be coordinated.
b. Design will be coordinated with current Upland Avenue Design improvements
to tie to those future upgrades following construction of 98th Street Alcove to
Upland.
City of Lubbock - 98th Street Paving from Alcove to Upland Page 1 of 15
Engineering Scope of Services December 5, 2022
The professional services generally will consist of:
■ Design survey
■ Existing right of way (ROW) limits survey
■ Right of way acquisition services
■ Subsurface Utility Engineering (SUE)
■ Geotechnical investigation
■ Franchise utility coordination
■ Drainage study and associated design of channel and culvert improvements
■ Roadway design for 7 lane ultimate and construction drawings for 3 lane interim
■ Adjustments at Alcove Avenue and Upland Avenue intersections for interim
■ Traffic control plans
■ Partner with City to evaluate non-traditional project delivery
■ Bidding phase support services
The project will be designed in accordance with City design and construction standards
throughout the project.
1. Design Survey (by Subconsultant)
1.1. Survey Data -develop an existing boundary survey and existing topographic data
within the limits of this project.
1.1.1 Data Collection and Property Research - Subconsultant will collect
available data to determine the boundary locations and owner information
for all adjacent properties within the project limits.
• Design Survey
• The limits of the survey along 98th Street will extend from the east side
of Upland Avenue to approximately 1,500 feet west of Alcove Avenue.
The survey will consist of the existing and proposed ROW width of
110', 40' drainage easement along south side of 98th Street, and where
subdivisions and structures are encountered adjacent to 98th Street.
Data will be collected a minimum of 20-feet beyond the ROW or
drainage easement limits.
• The following areas shall also be surveyed:
o Minor Cross Streets - 100-feet north and south of the proposed
98th Street centerline at every minor cross street.
Finished floor elevations of existing structures adjacent to the
ROW as needed.
Place five (5) permanent control monuments with aluminum caps in
concrete. Establish horizontal state plane coordinates (NAD 83) using
GPS. Establish vertical control coordinates on NAVD 88. Monuments
will be set to accommodate the limits of construction where possible.
Perform a field survey to identify and locate existing topographic
elements within the roadway corridor consisting of the following:
o Evidence of property boundary locations adjacent to the corridor.
o Existing pavement, curbs, sidewalks, barrier free ramps, etc.
o Roadway and lane striping along 98th Street and intersecting
streets.
City of Lubbock - 98th Street Paving from Alcove to Upland Page 2 of 15
Engineering Scope of Services December 5, 2022
o Driveways (including material).
o Parking lots within 20-ft of proposed ROW.
o Alleys (including material).
o Existing culvert sizes and invert elevations, including cross
sections approaching culvert crossings and headwalls/wingwalls.
o Existing driveways and swales.
o Visible utilities consisting of: manholes, vaults, water valves, water
meters, telephone poles, power poles, utility markers, water well
features, other public utilities, and franchise utilities.
o Traffic signal poles, cabinets, and other signal equipment, if
present.
o Signs (excluding temporary signs).
o Trees (larger than 6" caliper) and tree clusters.
o Buildings and permanent structures.
o Retaining walls.
o Fence/wall limits and material types (excluding temporary fences).
o Other applicable physical features that could impact design.
o Perform field survey to collect utility location marking as marked by
the SUE subconsultant.
1.2. Prepare a final topographic drawing in digital format (including contours and break
lines) showing the features located in the field as well as ROW strip map
information, an ASCII coordinate file of the points located in the field, and a hard
copy of the coordinates and feature descriptions.
2. Right -of -Way Survey and Services (by Subconsultant)
2.1. Provide Existing ROW Base Map
2.1.1 The existing ROW base map will consist of the following:
• Parcels and easements with current recording information.
• Current property owner.
• Existing platted easements and easements available in the public
record including easements provided by utility companies.
• Relate ROW to roadway center line if Section Line differs.
2.2. Perform the following ROW services in support of the City to acquire the needed
property to construct the proposed roadway improvements.
2.2.1 Schedule and coordinate property appraisals.
2.2.2 Obtain Title Reports for each parcel to determine proper owner for
negotiations.
2.2.3 Conduct appraisals on 4 parcels to determine fair market value for the
purchase of a roadway easement.
2.2.4 Negotiate with property owners on behalf of City (up to 5 contacts) for
purchase of roadway easement on 4 parcels.
2.2.5 Obtain final approval from City prior to making offers and prior to making
final agreement in negotiations.
2.2.6 Deliver properly executed documents to the City.
2.3. Prepare ROW instruments (4 parcels anticipated)
City of Lubbock - 98th Street Paving from Alcove to Upland Page 3 of 15
Engineering Scope of Services December 5, 2022
2.4. Individual parcel exhibits shall be on 8'/2"x11" paper, shall be sealed, dated, and
signed by a Registered Professional Land Surveyor and shall consist of the
following:
2.4.1 Parcel number.
2.4.2 Area required.
2.4.3 Area remaining.
2.4.4 Legal description.
2.4.5 Current owner.
2.4.6 Easements locatable in the public record.
2.4.7 All physical features.
2.5. Metes and bounds description of parcel to be acquired. The description shall be
provided on a separate sheet from the exhibit. Each type of easement shall be
described separately.
3. Subsurface Utility Engineering (SUE) (by Subconsultant)
3.1. Utility Data - Franchise Utilities
3.1.1 The scope will consist of Quality Level (QL) B Subsurface Utility
Engineering (SUE) Investigation, which is inclusive of (QL) D and C. The
Engineer will obtain information on existing utilities from utility owners and
shall identify and evaluate known existing and proposed public and private
utilities. The Engineer will identify potential conflicts and attempt to
minimize the potential adverse utility impacts in the preparation of the
roadway design and PS&E. The Engineer will prepare a base map
depicting the utility locations.
3.1.2 Utility investigations, both subsurface and above ground, will be prepared in
accordance with ASCE C-1 38-02 and according to the Utility Quality Levels
as described below:
• Utility Quality Levels are defined in cumulative order (least to greatest)
as follows:
• Quality Level D - Existing Records: Utilities are plotted from review of
available existing records. Level D is included in this scope of work.
• Quality Level C - Surface Visible Feature Survey: Quality level "D"
information from existing records is correlated with surveyed surface -
visible features. Includes Quality Level D information. If there are
variances in the designated work area of Level D, a new schematic or
plan layout shall be necessary to identify the limits of the proposed
project and the limits of the work area required for the work
authorization; including highway stations, limits within existing or
proposed ROW, additional areas outside the proposed ROW, and
distances or areas to be included along existing intersecting roadways.
Level C is included in this scope of work.
• Quality Level B - Designate: Two-dimensional horizontal mapping. This
information is obtained through the application and interpretation of
appropriate non-destructive surface geophysical methods. Utility
indications are referenced to established survey control. Incorporates
quality levels C and D information to produce Quality Level B. If there
City of Lubbock - 98th Street Paving from Alcove to Upland Page 4 of 15
Engineering Scope of Services December 5, 2022
are variances in the designated work area of Level D, a new schematic
or plan layout shall be necessary to identify the limits of the proposed
project and the limits of the work area required for the work
authorization; including highway stations, limits within existing or
proposed ROW, additional areas outside the proposed ROW, and
distances or areas to be included along existing intersecting roadways.
Level B is included in this scope of work.
• Quality Level A - Locate (Test Hole): Three-dimensional mapping and
other characterization data. This information is obtained through
exposing utility facilities through test holes and measuring and
recording (to appropriate survey control) utility/environment data.
Incorporates quality levels B, C and D information to produce Quality
Level A. Level A is NOT included in this scope of work.
3.1.3 The Engineer will compile "Record Drawing" information from plans, plats
and other location data as provided by the utility owners. A color -coded
composite utility facility plan with utility owner names, quality levels and line
sizes shall be prepared and delivered. It is understood by the Engineer that
the line sizes of designated utility facilities detailed on the deliverable are
from the best available records and that an actual line size is normally
determined from a test hole vacuum excavation. A note must be placed on
the designate deliverable only that states "lines sizes are from best
available records". Above ground appurtenance locations collected as part
of the topographic survey will be included in the deliverable to the City. This
information shall be provided in the latest version of Micro Station or
GeoPak used by the City.
3.1.4 Deliverables:
The electronic file will be delivered digital format and PDF
4. Geotechnical (by Subconsultant)
4.1. Subsurface Exploration
4.1.1 Roadway
• Seven (7) soil bores between the pavement and the ROW at locations
to be determined by the Engineer; to determine the quality of subgrade
and whether the insitu soil will be suitable for roadway embankment
(soil classification, moisture, relative density, etc.)
• Soil samples will be identified according to test boring number and
depth, and a representative portion of each sample will be sealed in a
plastic bag to protect against moisture loss.
• Atterberg limits will be performed to determine the engineering
properties of the soil.
4.2. Laboratory Services
Samples will be transported to the Subconsultant's laboratory where they will be
examined and visually classified by a Geotechnical Engineer using the AASHTO
and Unified Soil Classification System (USCS) in general accordance with ASTM D
2488. To aid in classification of the soils and determination of their selected
City of Lubbock - 98th Street Paving from Alcove to Upland Page 5 of 15
Engineering Scope of Services December 5, 2022
engineering characteristics, a testing program will be conducted on selected
samples in general accordance with the following standards:
Laboratory Test Test Standard
Moisture Content ASTM D 2216
Atterberg Limits ASTM D 4318
Percent Passing No. 200 Sieve ASTM D 1140
California Bearing Ratio (CBR) ASTM D 1883
4.3. Engineering Services -
4.3.1 Laboratory test results will be used to classify the soils according to the
AASHTO and Unified Soil Classification System. Subconsultant will perform
CBR's on selected samples to aid in the determination of the modulus of
subgrade reaction or k-value used in rigid pavement design and the
subgrade resilient modulus used on flexible pavement design.
4.3.2 Pavement Design: Subconsultant will analyze the results of the field
exploration to provide pavement structure recommendations along with
construction guidelines based on the results from the field and laboratory
testing and provided traffic data. Subconsultant will prepare two (2)
pavement options: one (1) pavement design option for rigid pavement and
one (1) pavement design option for flexible pavement.
5. Franchise Utility Coordination (Engineer)
5.1. Coordination
5.1.1 At start up, send project notice to all franchise utilities via registered
certified mail to provide project limits and schedule for construction.
5.1.2 Data Collection and Research
• Update and maintain database of existing franchise utility
representatives, including representative contact information (email,
mailing address, phone, etc.).
• Prepare exhibit that indicates franchise utility locations based upon
SUE and survey.
• Coordination with Surveyor regarding topographic information to be
collected on utility locations.
5.1.3 Franchise Conflicts Evaluation
• Coordinate possible conflicts due to vertical alignment of roadway and
drainage facilities with SUE.
• Coordinate utility relocation assignments and schedule.
5.1.4 Schedule, prepare for, attend and document up to four (4) franchise utility
coordination meetings (one coordination meeting to be held at each of the
following milestone submittals: project start-up, 30%(Preliminary Design),
90% and Final design submittal). Meetings will address known potential
conflicts and plans for immediate relocation prior to roadway construction.
5.1.5 Engineer will work with franchise utilities to develop relocation plans to be
prepared by the utility companies and initiated prior to bidding.
City of Lubbock - 98th Street Paving from Alcove to Upland Page 6 of 15
Engineering Scope of Services December 5, 2022
6. Preliminary Design
6.1. Project Management
6.1.1 Conduct progress and design review meetings to monitor the development
of the project. During the design phase of the project, conduct the following:
• One (1) project kickoff meeting with the City.
• Two (2) progress meetings with the City regarding project status and
coordination issues.
• One (1) design review meeting on the preliminary milestone (30%
Design).
• For all meetings, the Engineer will prepare the meeting agendas and
minutes.
6.1.2 Coordinate with subconsultants (geotechnical, drainage, survey, and SUE).
6.1.3 Prepare and e-mail monthly progress reports to the City.
6.1.4 Maintain Project Schedule
• Develop work plan (identify tasks and subtasks).
• Develop roles and assignments.
• Develop and maintain schedule and interim milestones.
6.1.5 Prepare Design Criteria (coordinate with City at kickoff meeting)
6.1.6 QA/QC milestone review for all deliverables in the Preliminary Design
Phase.
• Perform an internal review of the preliminary designs in accordance
with quality assurance standards established for this project.
• QC/QA comments will be collected from each reviewer, documents,
and comments addressed prior to review meeting with City.
6.1.7 Project Administration
• Prepare project correspondence, and invoicing documents.
6.2. Data Collection (City to provide hard copy and electronic format if available)
6.2.1 Roadway Data
• Electronic design files for Upland Avenue proposed improvements and
any other plans available along the project limits.
6.2.2 Drainage Data
• Aerial and LiDAR information.
• Existing storm drainage facilities / record drawings.
• Existing hydraulic models.
6.2.3 Utility Data (Public Utilities) - Coordination with City
• Existing water line locations / record drawings.
• Water master plan requirements.
• Existing storm sewer line locations / record drawings.
• Storm sewer master plan requirements.
6.3. Preliminary Design Schematic (30%)
6.3.1 Prepare the schematic roadway design for a Principal Arterial (Modified)
typical section as depicted in the 2018 City of Lubbock Master
Thoroughfare Plan. This is a seven (7) lane roadway section within a typical
110' ROW.
• Prepare typical sections
City of Lubbock - 98th Street Paving from Alcove to Upland Page 7 of 15
Engineering Scope of Services December 5, 2022
o Existing and Proposed
o Depict subgrade and pavement
• Prepare preliminary plan and profile (roll plot format), which will consist
of the following items:
o Control data
o Existing
o Existing topography
o Existing pavement
o Proposed centerline alignment and horizontal curve data
o Proposed face of curb
o Proposed medians (if applicable)
o Proposed transition pavement tie-ins to existing pavement
o Proposed storm sewer and culvert alignments and sizes
o Existing/Proposed traffic signal poles
o Existing trees to remain (if possible)
o Existing trees to be removed
o Existing driveway locations
o Proposed commercial driveways (proposed residential driveways
will be included in the final design)
o Existing culvert and/or storm drain locations
o Existing water line locations
o Existing sanitary sewer line locations
o Existing franchise utility locations (relying upon information
provided by franchise utilities and the data collected as part of the
SUE)
o Existing ground profile
o Proposed vertical alignment at proposed center line
o Proposed vertical alignment at gutter flow line
o Proposed cross drainage culverts
o Superelevation data
• Prepare Preliminary 3D roadway model
• Prepare Design Cross Sections on 11" x 17" sheets
6.3.2 Drainage
• Coordination with drainage analysis subconsultant regarding:
o Roadway profile
o Channel cross section and materials
o Culvert sizing
o Playa overflow limits and pavement recommendations
• Prepare plan and profile for proposed 30-ft. wide drainage channel.
• Prepare plan for various side street cross culverts to convey drainage
channel flows.
6.3.3 Utilities
• Existing Public Utilities
o Graphically designate on the schematic the location of existing
public utilities based upon information provided by the City.
o Identify public utility conflicts with proposed roadway.
City of Lubbock - 98th Street Paving from Alcove to Upland Page 8 of 15
Engineering Scope of Services December 5, 2022
o Coordinate with the City to identify the need for extending new
public utilities in the ROW ahead of paving.
• Public Utilities Design
o Establish the preliminary location of proposed, relocated public
utilities to avoid conflicts with proposed improvements.
o Establish the preliminary location of new public utilities to be
installed in the ROW ahead of the paving project.
6.3.4 Traffic
• Traffic Control Plan - Engineer will develop a conceptual traffic control
plan to determine how the project will be phased and constructed to
provide access to adjacent properties during construction. Plan will be
developed based on 3 lane interim roadway section.
• Develop phased cross sections based on conceptual traffic control
plan for 3 lane interim roadway section.
6.4. Construction Cost Projection (Or Opinion of Probable Cost)
6.4.1 Perform quantity takeoff and develop construction cost projection for 3 lane
interim roadway section.
6.4.2 Evaluate both municipal and TxDOT bid tabulations for current trends in
unit prices. Because the Engineer does not control the cost of labor,
materials, equipment or services furnished by others, methods of
determining prices, or competitive bidding or market conditions, any
opinions rendered as to costs, including but not limited to opinions as to the
costs of construction and materials, shall be made on the basis of its
experience and represent its judgment as an experienced and qualified
professional, familiar with the industry. The Engineer cannot and does not
guarantee that proposals, bids or actual costs will not vary from its opinions
of cost.
6.5. Preliminary Design Schematic Deliverables (roll plot) - The roll plot schematic will
be finished to a level of detail that is equivalent to a 30% complete plan set - but in
roll plot format.
6.5.1 Deliverables will consist of the following:
• Schematic Roll Plot document
• Design cross sections
• Preliminary opinion of probable construction cost
• Preliminary Traffic Control Plan and Sequence (for 3 lane interim
roadway section)
7. Drainage Analysis (by Subconsultant)
7.1. Perform the following drainage analysis tasks in support of the roadway and
drainage improvements design.
7.1.1 Data collection
• Subconsultant will extract model data for the project area from the
FEMA Restudy of System G models, MDP Update models, and 98tn
Street Milwaukee to Upland (98MUP) project, previously provided to
the City.
City of Lubbock - 98th Street Paving from Alcove to Upland Page 9 of 15
Engineering Scope of Services December 5, 2022
• 2021 LiDAR data for updates to playa stage -storage from previous
models.
7.1.2 Existing conditions analysis
• Extract existing conditions hydrologic data from System G LOMR
model.
• Develop existing hydraulic cross sections and existing drainage
improvement data for modeling.
• Model existing conditions in ICPR4.
7.1.3 Proposed improvements analysis
• Import sub -basin limits and hydrologic data from 98MUP and Upland
Avenue Segment 2 projects.
• Update design hydrologic data as needed.
• Develop model hydraulic network from proposed roadway profile and
typical sections.
• Develop proposed drainage improvements for initial modeling based
on 98MUP model results.
• Model proposed roadway and drainage improvements in ICPR4,
iterate model to develop drainage improvement recommendations.
• Recommend drainage improvements consisting of:
o Roadway profile
o Channel cross section and materials
o Culvert sizing
o Playa overflow limits and pavement recommendations
7.1.4 Deliverables
Drainage area map for PS&E package.
Hydrologic and hydraulic data sheets.
Stormwater routing sheets documenting proposed flow depths.
8. Final Design
8.1. Project Management
8.1.1 Progress and Review Meetings:
• Schedule, prepare for, attend, and document three (3) progress
meetings and one (1) review meeting to monitor the development of
the project.
o Progress meetings will be held to discuss design issues and
progress of plan production.
o Review neetings will be conducted (one (1) at 90% Plan
Submittal).
8.1.2 Site Visits - Attend up to five (5) site visits during the final design phase to
take photos, field measurements, and a plans -in -hand walk-through.
8.1.3 Coordinate with subconsultants.
8.1.4 Prepare and e-mail monthly progress reports to City.
8.1.5 QA/QC
• Engineer will perform an internal review prior to all submittals (90%
and Final) in accordance with quality assurance standards established
for this project. QA/QC comments will be collected from each internal
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Engineering Scope of Services December 5, 2022
reviewer, documented, and comments addressed prior to each plan
submittal to the City.
• City review comments will be documented and addressed after 90%
review meeting. Engineer will create a "Comment Log" in spreadsheet
format, documenting the comment and the action taken to resolve the
comment.
8.1.6 Project Administration
• Prepare project correspondence and invoicing documents.
8.2. Roadway Design (PS&E) - Plans will be developed for 3 lanes interim roadway
section.
8.2.1 Prepare plan / profile sheets on 11" x 17" plan sheets at a scale of 1" = 100'
horizontal, and 1" = 10' vertical. (Start with 30% Rolls)
• In addition to the items included in the preliminary design submittal, the
PS&E will consist of the following items:
o Proposed easement locations (if any)
o Proposed sidewalk locations
o Proposed residential and commercial driveways
o Horizontal alignment data
o Traffic Control Phasing layouts
o Pavement marking layouts
o Erosion control plans
o Barrier free ramps
o Demolition plan
o Intersection layouts
o Small sign summary
o Standard design details
o TxDOT standards
8.2.2 Analyze all driveways within the project and develop driveway profiles as
needed. Driveways will typically be defined vertically by spot elevations.
8.2.3 Design cross street plan and profiles.
8.2.4 Develop Final 3D roadway model.
8.2.5 Prepare design cross -sections.
• Develop on 50-ft station intervals and at driveway centerlines
• Show pavement and subgrade, ROW limits, side slopes, pavement
cross slopes, curbs, and sidewalks
• Cross -sections will not be provided in the bid documents but will be
made available to prospective bidders
8.2.6 Prepare roadway details to clarify intent of design.
8.2.7 Compile applicable City standard details. Modify standard details as
needed.
8.2.8 Pavement Markers and Marking Plans.
• Prepare pavement markers and marking layouts in accordance with
City design standards and the Texas Manual of Uniform Traffic Control
Devices (TMUTCD).
• Prepare details to clarify intent of design.
City of Lubbock - 98th Street Paving from Alcove to Upland Page 11 of 15
Engineering Scope of Services December 5, 2022
Compile applicable City standard details. Modify standard details as
needed.
Signing layout and design will not be provided.
List the signs on the TxDOT standard summary sheets together with
totals for each mount type.
8.3. Drainage Plans
8.3.1 Plan Production
• Provide Drainage Area Map complete with time of concentration
routes, curve numbers calculated as per the Drainage Criteria Manual
(DCM) for each drainage area, drainage area denoted in acres, and all
necessary points of interest labeled.
• Provide hydrologic and hydraulic data sheets showing the necessary
calculations and assumptions.
• Provide drainage channel grading plan.
• Provide drainage culvert plans, profiles, and supporting details.
• Provide erosion control plans, details, and SWPPP.
• Provide depth of flow indications for the 100-year design storm within
ROW and any corresponding finished floor elevations.
• Provide cut -fill plan where roadway embankment is placed within the
limits of a playa lake.
• Prepare a Floodplain Development Permit.
• Provide drainage technical specifications for erosion control methods
and any off -site earthwork.
• Evaluate impact of the TCP on surrounding drainage and provide
interim drainage plan, if needed.
8.4. Utilities - Public
8.4.1 Water and Sewer Adjustments
• Adjustments to existing water valves and manholes will be specified in
the plans. Prepare special utility details to clarify intent of design (if
needed).
8.4.2 Compile applicable standard details. Modify standard details as needed.
8.5. Traffic
8.5.1 Traffic Signals
• Traffic signals design will not be part of this scope of work. Traffic
signals are addressed in Upland Phase 2 design.
8.6. ITS
8.6.1 Design and install conduit, cable, and ground boxes for ITS connections of
traffic signals
8.7. Traffic Control Plans
8.7.1 Develop construction sequence plan showing:
• Travel lanes and construction area for each phase of construction.
• Temporary signing and striping, barricades, and other channelization
devices.
• Narrative of the sequence of work.
• Public utilities construction phasing (if needed).
City of Lubbock - 98th Street Paving from Alcove to Upland Page 12 of 15
Engineering Scope of Services December 5, 2022
• Adjacent property access during construction.
8.7.2 Develop typical TCP cross sections showing lane widths, edge conditions,
channelization and proposed construction area.
8.7.3 Develop TCP typical intersection staging plans for similar intersections.
Develop custom intersection staging layouts for special conditions.
8.7.4 Develop TCP typical driveway staging plans for similar driveways. Develop
custom driveway staging layouts for special conditions.
8.7.5 Prepare traffic control details to clarify intent of design.
8.7.6 Compile applicable TxDOT standard details. Modify standard details as
needed.
8.8. Illumination
8.8.1 Design of pavement illumination systems to provide lighting levels in
accordance with applicable local codes and Illuminating Engineering
Society of North America (IESNA) recommended practices.
8.8.2 Prepare a photometric layout and perform one iteration of the photometric
layout based on the City's review.
8.8.3 Prepare illumination construction plans as needed for inclusion in the civil
construction documents. The illumination plans will consist of light pole
location data, foundation details, conduit routing, conductor sizing, and
electrical service locations.
8.8.4 Provide supporting calculations.
8.8.5 Provide technical specifications for the light poles and fixtures.
8.8.6 Coordinate with local electric service providers for electrical service
locations.
8.8.7 Schedule and conduct two (2) meetings with LP&L and/or SPEC and the
City to discuss design of the illumination system. Engineer will work to
locate overhead utilities such that standard 30', 40' or 50' illumination poles
can be installed without conflict with overhead utilities.
8.9. Interim Design Submittal (90%) Deliverables
8.9.1 Submit 90% PS&E in PDF format to the City for review and comment.
8.9.2 This submittal will provide assurance that project scope is addressing
project issues, and will allow for design changes with sufficient lead time for
minor revisions. Deliverables to be provided with this submittal consist of
the following:
• Typical Sections (100%)
• Title Sheet (100%)
• Index of Sheets (90%)
• Construction Phasing (100%)
• Traffic Control Plan (90%)
• Plan & Profile Sheets (90%)
• Intersection Layouts (90%)
• Hydraulic Analysis (100%)
• Drainage Details (90%)
• SW3P (90%)
• Utility Layouts (95%)
• Signing and Striping Layouts (95%)
City of Lubbock - 98th Street Paving from Alcove to Upland Page 13 of 15
Engineering Scope of Services December 5, 2022
• Illumination and ITS (95%)
• Quantities and Summary Sheets (90%)
• Updated Estimate
8.10. Final Design Submittal (Bid Set) Deliverables
8.10.1 Submit an electronic PS&E file submission as required by City consisting of
sealed plan sheets and all supporting documents required for bidding.
8.11. Post Bid Submittal Deliverables
8.11.1 Submit one (1) PDF electronic copy of the plan set, specifications, and
addenda after the project's bid opening.
9. Bid Phase Support
9.1. Support City during the bid phase to address and respond to questions from
prospective bidders.
9.2. Prepare and submit addenda changes that are necessitated by questions during
the bid phase.
9.3. Incorporate addenda changes into the Final Plan Set.
9.4. Assist the City in evaluating the bids and prepare a recommendation letter.
10.Additional Services
Services not specifically identified in the Scope of Services above shall be considered
additional and shall be performed on an individual basis upon authorization by the City.
Such services shall include, but are not limited to, the following:
• Design of any offsite drainage improvements beyond the improvements identified
in the scope
• Existing water or sanitary sewer relocations
• Proposed water or sanitary sewer installations
• Landscape design
• Irrigation design
• Traffic signal design
• Construction Contract Administration
• Construction Phase Engineer of Record support services
• Construction Phase RPR services
• Design of structural retaining walls
• Preparation for and attendance at public meetings beyond what was identified in
the scope
• Furnish additional copies of review documents and/or bid documents more than
the number of the same identified above.
• Assist the City as an expert witness in litigation about the project or in hearings
before approving and regulatory agencies.
• Redesign to reflect project scope changes requested by the City, required to
address changed conditions or change in direction previously approved by the
City, mandated by changing governmental laws, or necessitated by the City's
acceptance of substitutions proposed by the contractor.
City of Lubbock - 98th Street Paving from Alcove to Upland Page 14 of 15
Engineering Scope of Services December 5, 2022
TIME OF COMPLETION
Engineer and Subconsultants are authorized to commence work on the Project upon
execution of a mutually acceptable contract and agrees to complete the services according
to the following delivery schedule:
• Contract Execution / Notice to Proceed December 15, 2022
• Design Survey, ROW Mapping, Geotechnical Investigation,
SUE, Utility Coordination February 1, 2023
• Preliminary Design Schematic (30%) March 1, 2023
• Interim Design Submittal (90%) June 1, 2023
• Final Design (Bid Set) August 1, 2023
- End of Scope of Services -
City of Lubbock - 98th Street Paving from Alcove to Upland Page 15 of 15
Engineering Scope of Services December 5, 2022
Kimley>>)Horn
Exhibit B - Fee Schedule
City of Lubbock RFQ #
98th Street - Alcove Avenue to Upland Avenue
12/6/2022
Task No.
Task Name (Lump Sum)
Kimley-Horn
Hugo Reed
Rios
Pavetex
Subtotal
1
Design Survey
$ 12,355.00
$ 57,840.00
$ -
$ -
$ 70,195.00
2
Right of Way Survey and Services
$ 16,855.00
$ 124,130.00
$ -
$ -
$ 140,985.00
3
Subsurface Utility Engineering (SUE)
$ 9,500.00
$ -
$ 36,500.00
$ -
$ 46,000.00
4
Geotechnical Investigation
$ 4,400.00
$ -
$ -
$ 13,500.00
$ 17,900.00
5
Franchise Utility Coord./Relocations
$ 45,100.00
$ -
$ -
$ -
$ 45,100.00
6
Preliminary Design
$ 204,460.00
$ 10,760.00
$ -
$ -
$ 215,220.00
7
Drainage Analysis
$ 32,460.00
$ 91,830.00
$ -
$ -
$ 124,290.00
8
Final Design
$ 297,260.00
$ 7,200.00
$ -
$ -
$ 304,460.00
9
Bid Phase Support
$ 23,560.00
$ 1,580.00
$ -
$ -
$ 25,140.00
Total Contract Fee
$ 645,950.00
$ 293,340.00 1
$ 36,500.00
$ 13,500.00 1
$ 999,290.00
Kimley-Horn will perform the services in Tasks 1-9 for the total lump sum fee of $989,290.00 inclusive of expenses. Individual task
amounts are informational only. Kimley-Horn reserves the right to reallocate amounts among tasks as necessary. All permitting,
application and similar project fees will be paid directly by the Client. Lump Sum fees will be invoiced monthly based on the overall
percentage of services performed.
Payment will be due within 25 days of your receipt of the invoice and should include the invoice number and Kimley-Horn project
number
CERTIFICATE OF INTERESTED PARTIES FORM 1295
1 of 1
Complete Nos, 1- 4 and 6 if there are interested parties, OFFICE USE ONLY
Complete Nos.1, 2, 3, 5, and 5 if there are no interested parties. CERTIFICATION OF FILING
1 Name of business entity filing form, and the city, state and country of the business entity's place Certificate Number:
of business. 2022-962942
Kimley-Horn and Associates, Inc,
Dallas, TX United States Date Filed:
2 Name of governmental entity or state agency that is a parry to the contract for which the form is 12/09/2022
being filed.
City of Lubbock Date Acknowledged:
3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a
description of the services, goods, or other property to be provided under the contract.
17031
98th Street roadway improvements from Upland Ave to Alcove Road
4
Name of Interested Party
City, State, Country (place of business)
Nature of interest
(check applicable)
Controlling
intermediary
Cook, Richard N
Dallas, TX United States
X
Flanagan, Tammy
Dallas, TX United States
X
Lefton, Steve
Dallas, TX United States
X
McEntee, David L
Dallas, TX United States
X
5 Check only if there is NO Interested Party. ❑
6 UNSWORN DECLARATION
My name is SARAI I MEGA and my date of birth is
My address is 13455 NOEL ROAD, SUITE 700 DALLAS TX 75240 us
(street) (city) (state) (zrp code) (country)
I declare under penalty of perjury that the foregoing is true and correct.
Executed in DALLAS County, State of TEXAS on the 9TH day of DEC EMBER , 2022
(month) (year)
Signature of authorized agent of contracting business entity
(Declarant)
r-urrns pruviuteu oy i exas units t_.ommission www.ethlcs.state.tx,us Version V3.5.1.eb87ef42
CERTIFICATE OF INTERESTED PARTIES
FORM 1295
1of1
Complete Nos. 1- 4 and 6 if there are interested parties. OFFICE USE ONLY
Complete Nos.1, 2, 3, 5, and 6 if there are no interested parries. CERTIFICATION OF FILING
1 Name of business entity filing form, and the city, state and country of the business entity's place Certificate Number:
of business.
Kimley-Horn and Associates, Inc. 2022-962942
Dallas, TX United States Date Filed:
2 Name of governmental entity or state agency that is a party to the contract for which the form is 12/09/2022
being filed.
City of Lubbock Date Acknowledged:
12/09/2022
g Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a
description of the services, goods, or other property to be provided under the contract.
17031
98th Street roadway improvements from Upland Ave to Alcove Road
4 Nature of interest
Name of Interested Party City, State, Country (place of business) (check applicable)
Controlling Intermediary
Cook, Richard N Dallas, TX United States X
Flanagan, Tammy Dallas, TX United States X
Lefton, Steve Dallas, TX United States X
McEntee, David L Dallas, TX United States X
5 Check only if there is NO Interested Party. ❑
6 UNSWORN DECLARATION
My name is and my date of birth is
My address is
(street) (city) (state) (zip code) (country)
I declare under penalty of perjury that the foregoing is true and correct.
Executed in County, State of on the day of , 20
(month) (year)
Signature of authorized agent of contracting business entity
(Declarant)
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V3,5,1,eb87ef42