HomeMy WebLinkAboutR2026-080 20260608RESOLUTION NO. R2026-80
A Resolution of the City Council of the City of Pearland, Texas, authorizing a
professional service contract with IDS Engineering Group, Inc., associated
with the Fite Road Drainage Improvement Project from Cullen to Harkey
(DR2502), in the estimated amount of $857,310.00.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain contract for professional services, a copy of which is attached
hereto as Exhibit “A” and made a part hereof for all purposes, is hereby authorized and approved.
Section 2. That the City Manager or his designee is hereby authorized to execute and
the City Secretary to attest a contract for professional services.
PASSED, APPROVED and ADOPTED this the 8th day of June, A.D., 2026.
________________________________
QUENTIN WILTZ
MAYOR
ATTEST:
________________________________
FRANCES AGUILAR, TRMC, MMC
CITY SECRETARY
APPROVED AS TO FORM:
________________________________
LAWRENCE G. PROVINS
CITY ATTORNEY
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Design 1 of 7 D2. Revised 04/2019
CONTRACT FOR PROFESSIONAL SERVICES
THIS CONTRACT is entered into upon final execution by and between the City of
Pearland ("CITY") and IDS Engineering Group, Inc. ("CONSULTANT").
The CITY engages the CONSULTANT to perform professional services for a project known and
described as Fite Road Drainage Improvement (Cullen to Harkey) ("PROJECT").
(Project #DR2502), Contract # 71-26.
SECTION I - SERVICES OF THE CONSULTANT
The CONSULTANT shall perform the following professional services to CITY standards and in
accordance with the degree of care and skill that a professional in Texas would exercise under the
same or similar circumstances:
A.The CONSULTANT shall provide professional design services for the project
named above. See Exhibit A, attached, for a detailed SCOPE OF WORK and
PROJECT schedule. The PROJECT schedule shall be submitted in digital and hard
copy form in the Microsoft Project for Windows format.
B.The CONSULTANT shall prepare and submit a detailed opinion of estimated cost
of the PROJECT.
C.The CONSULTANT acknowledges that the CITY (through its employee
handbook) considers the following to be misconduct that is grounds for termination
of a CITY employee: Any fraud, forgery, misappropriation of funds, receiving
payment for services not performed or for hours not worked, mishandling or
untruthful reporting of money transactions, destruction of assets, embezzlement,
accepting materials of value from vendors, or consultants, and/or collecting
reimbursement of expenses made for the benefit of the CITY. The CONSULTANT
agrees that it will not, directly or indirectly; encourage a CITY employee to engage
in such misconduct.
D.The CONSULTANT shall submit all final construction documents in both hard
copy and electronic format. Plans shall be AutoCAD compatible and all other
documents shall be Microsoft Office compatible. The software version used shall
be compatible to current CITY standards. Other support documents, for example,
structural calculations, drainage reports and geotechnical reports, shall be
submitted in hard copy only. All Record Drawings electronic files shall be
submitted to the CITY in TIF format.
E.The CONSULTANT recognizes that all drawings, special provisions, field survey
notes, reports, estimates and any and all other documents or work product generated
by the CONSULTANT under the CONTRACT shall be delivered to the CITY upon
request, shall become subject to the Open Records Laws of this State.
F.The CONSULTANT shall procure and maintain for the duration of this Agreement,
insurance against claims for injuries to persons, damages to property, or any errors
EXHIBIT A
,
Resolution No. R2026-80Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Design 2 of 7 D2 Revised 04/2019
and omissions relating to the performance of any work by the CONSULTANT, its
agents, employees or subcontractors under this Agreement, as follows:
(1) Workers’ Compensation as required by law.
(2) Professional Liability Insurance in an amount not less than $1,000,000 in
the aggregate.
(3) Comprehensive General Liability and Property Damage Insurance with
minimum limits of $1,000,000 for injury or death of any one person,
$1,000,000 for each occurrence, and $1,000,000 for each occurrence of
damage to or destruction of property.
(4) Comprehensive Automobile and Truck Liability Insurance covering owned,
hired, and non-owned vehicles, with minimum limits of $1,000,000 for
injury or death of any one person, $1,000,000 for each occurrence, and
$1,000,000 for property damage.
The CONSULTANT shall include the CITY as an additional insured under the
policies, with the exception of the Professional Liability Insurance and Workers’
Compensation. The CONSULTANT shall agree to waive its Right to Subrogation.
Certificates of Insurance and endorsements shall be furnished to the CITY before
work commences. Each insurance policy shall be endorsed to state that coverage
shall not be suspended, voided, canceled, and/or reduced in coverage or in limits
(“Change in Coverage”) except with prior written consent of the CITY and only
after the CITY has been provided with written notice of such Change in Coverage,
such notice to be sent to the CITY either by hand delivery to the City Manager or
by certified mail, return receipt requested, and received by the City no fewer than
thirty (30) days prior to the effective date of such Change in Coverage. Prior to
commencing services under this CONTRACT, CONSULTANT shall furnish CITY
with Certificates of Insurance, or formal endorsements as required by this
CONTRACT, issued by CONSULTANT’S insurer(s), as evidence that policies
providing the required coverage, conditions, and limits required by this
CONTRACT are in full force and effect.
G. The CONSULTANT shall indemnify and hold the CITY, its officers, agents, and
employees, harmless from any claim, loss, damage, suit, and liability of every kind
for which CONSULTANT is legally liable, including all expenses of litigation,
court costs, and attorney's fees, for injury to or death of any person, for damage to
any property, or errors in design, any of which are caused by the negligent act or
omission of the CONSULTANT, his officers, employees, agents, or subcontractors
under this CONTRACT.
H. All parties intend that the CONSULTANT, in performing services pursuant to this
CONTRACT, shall act as an independent contractor and shall have control of its
own work and the manner in which it is performed. The CONSULTANT is not to
be considered an agent or employee of the CITY.
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Design 3 of 7 D2 Revised 04/2019
SECTION II - PERIOD OF SERVICE
This CONTRACT will be binding upon execution and end December 29, 2028.
SECTION III - CONSULTANT'S COMPENSATION
A. The total compensation for the services performed shall not exceed the total noted
in Section B.
B. The CITY shall pay the CONSULTANT in installments based upon monthly
progress reports and detailed invoices submitted by the CONSULTANT based
upon the following:
1. Basic Services (Not to Exceed) $656,520.00
2. Additional Services shall require independent and specific
authorization and shall be billed as (Not to Exceed): $95,800.00
3. Bid Phase Services (Hourly Not to Exceed) $10,090.00
4. Construction Phase Services (Hourly Not to Exceed) $94,900.00
5. Reimbursable Expenses (Not to Exceed) $0.00
6. Total: $857,310.00
C. The CITY shall make payments to the CONSULTANT within thirty (30) days after
receipt and approval of a detailed invoice. Invoices shall be submitted on a monthly
basis.
D. CONSULTANT shall invoice for work performed during the preceding thirty day
period (“Billing Period”). The Billing Period shall run from the 26th day to the 25th
day of each consecutive month. Invoices shall be submitted to CITY not more
frequently than once every 30 days. CONSULTANT shall be responsible for
timely submittal of all invoices and CONSULTANT shall not be entitled to
payment for invoices in arrears. All invoices shall reflect most recent single Billing
Period only and represent the true, correct and accurate account of work performed
during the Billing Period.
E. For an agreed contract amount identified as “Lump Sum”, Not to Exceed” and
“Reimbursable” the CONSULTANT shall not exceed the fixed contractual amount
without written authorization in the form of a Contract Amendment.
CONSULTANT shall provide 45 days prior notice to the CITY in the event contract
fees may exceed the fixed contract amount. CONSULTANT shall be responsible
for ensuring that such authorization is complete and executed by all parties
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Design 4 of 7 D2 Revised 04/2019
performing any work or submitting any invoices for work that exceeds the fixed
contract amount under any expense category.
F. Allowable Reimbursable Expenses
CONSULTANT shall identify and include in the proposal any anticipated
Reimbursable Expenses, and shall itemize Reimbursable Expenses by work
category. Reimbursable Expenses shall be invoiced AT COST without subsequent
markup by the CONSULTANT. All invoices containing a request for
Reimbursable Expenses shall include copies of the original expense receipts
itemized per the allowable category. Allowable Reimbursable Expenses include:
• Hard copy reproductions, copies and/ or binding costs
• Postage
• Mileage, for travel from Consultant’s local office (within a 25 mile radius)
to meetings at the City or job-site. Mileage shall be charged at the current
IRS rates.
• Travel expenses, mileage from local office to State or federal regulatory
agency office beyond 100 miles.
• Lodging expenses, for destinations beyond 100 miles from the Consultant’s
local office AND when business hours exceed eight hours within one
business day OR requires more than one eight hour day.
F.2. Disallowed Expenses
Disallowed Expenses include travel expenses for professional expertise traveling
into the greater Houston area from Consultant offices outside of the greater Houston
area.
SECTION IV - THE CITY'S RESPONSIBILITIES
A. The CITY shall designate a project manager during the term of this CONTRACT.
The project manager has the authority to administer this CONTRACT and shall
monitor compliance with all terms and conditions stated herein. All requests for
information from or a decision by the CITY on any aspect of the work shall be
directed to the project manager.
B. The CITY shall review submittals by the CONSULTANT and provide prompt
response to questions and rendering of decisions pertaining thereto, to minimize
delay in the progress of the CONSULTANT'S work. The CITY will keep the
CONSULTANT advised concerning the progress of the CITY'S review of the
work. The CONSULTANT agrees that the CITY'S inspection, review, acceptance
or approval of CONSULTANT'S work shall not relieve CONSULTANT'S
responsibility for errors or omissions of the CONSULTANT or its sub-
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Design 5 of 7 D2 Revised 04/2019
consultant(s) or in any way affect the CONSULTANT’S status as an independent
contractor of the CITY.
SECTION V - TERMINATION
A. The CITY, at its sole discretion, may terminate this CONTRACT for any reason --
with or without cause -- by delivering written notice to CONSULTANT personally
or by certified mail at 13430 Northwest Freeway, Suite 700, Houston, Texas 77040.
Immediately after receiving such written notice, the CONSULTANT shall
discontinue providing the services under this CONTRACT.
B. If this CONTRACT is terminated, CONSULTANT shall deliver to the CITY all
drawings, special provisions, field survey notes, reports, estimates and any and all
other documents or work product generated by the CONSULTANT under the
CONTRACT, entirely or partially completed, together with all unused materials
supplied by the CITY on or before the 15th day following termination of the
CONTRACT.
C. In the event of such termination, the CONSULTANT shall be paid for services
performed prior to receipt of the written notice of termination. The CITY shall
make final payment within sixty (60) days after the CONSULTANT has delivered
to the CITY a detailed invoice for services rendered and the documents or work
product generated by the CONSULTANT under the CONTRACT.
D. If the remuneration scheduled under this contract is based upon a fixed fee or
definitely ascertainable sum, the portion of such sum payable shall be proportionate
to the percentage of services completed by the CONSULTANT based upon the
scope of work.
E. In the event this CONTRACT is terminated, the CITY shall have the option of
completing the work, or entering into a CONTRACT with another party for the
completion of the work.
F. If the CITY terminates this CONTRACT for cause and/or if the CONSULTANT
breaches any provision of this CONTRACT, then the CITY shall have all rights
and remedies in law and/or equity against CONSULTANT. Venue for any action
or dispute arising out of or relating to this CONTRACT shall be in Brazoria County,
Texas. The laws of the State of Texas shall govern the terms of this CONTRACT.
The prevailing party in the action shall be entitled to recover its actual damages
with interest, attorney’s fees, costs and expenses incurred in connection with the
dispute and/or action. CONSULTANT and CITY desire an expeditious means to
resolve any disputes that may arise between under this CONTRACT. To
accomplish this, the parties agree to mediation as follows: If a dispute arises out of
or relates to this CONTRACT, or the breach thereof, and if the dispute cannot be
settled through negotiation, then the parties agree first to try in good faith, and
before pursuing any legal remedies, to settle the dispute by mediation of a third
party who will be selected by agreement of the parties.
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Design 6 of 7 D2 Revised 04/2019
SECTION VI – ENTIRE AGREEMENT
This CONTRACT represents the entire agreement between the CITY and the CONSULTANT and
supersedes all prior negotiations, representations, or contracts, either written or oral. This
CONTRACT may be amended only by written instrument signed by both parties.
SECTION VII – COVENANT AGAINST CONTINGENT FEES
The CONSULTANT affirms that he has not employed or retained any company or person, other
than a bona fide employee working for the CONSULTANT to solicit or secure this CONTRACT,
and that he has not paid or agreed to pay any company or person, other than a bona fide employee,
any fee, commission, percentage brokerage fee, gift, or any other consideration, contingent upon
or resulting from the award or making of the CONTRACT. For breach or violation of this clause,
the CITY may terminate this CONTRACT without liability, and in its discretion, may deduct from
the CONTRACT price or consideration, or otherwise recover, the full amount of such fee,
commission, percentage brokerage fee, gift, or contingent fee that has been paid.
SECTION VIII- SUCCESSORS AND ASSIGNS
This CONTRACT shall not be assignable except upon the written consent of the parties hereto.
____________________________
CITY OF PEARLAND, TEXAS DATE
____________________________
CONSULTANT DATE
04/08/2026
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
6/9/2026 | 5:12 PM CDT
ATTEST:
________________________________
FRANCES AGUILAR, TRMC, MMC
CITY SECRETARY
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Design 7 of 7 D2 Revised 04/2019
House Bill 89 Verification
I, ______________________________________ (Person name), the undersigned
representative (hereafter referred to as “Representative”) of ______________________
__________________________________________________________ (company or
business name, hereafter referred to as “Business Entity”), being an adult over the age
of eighteen (18) years of age, after being duly sworn by the undersigned notary, do hereby
depose and affirm the following:
1.That Representative is authorized to execute this verification on behalf of Business
Entity;
2.That Business Entity does not boycott Israel and will not boycott Israel during the
term of any contract that will be entered into between Business Entity and the City of
Pearland; and
3.That Representative understands that the term “boycott Israel” is defined by Texas
Government Code Section 2270.001 to mean 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.
_____________________________________
SIGNATURE OF REPRESENTATIVE
SUBSCRIBED AND SWORN TO BEFORE ME, the undersigned authority, on this
_____ day of ____________________, 20___.
___________________________________________
Notary Public
Richard A. Fuller, P.E.
IDS Engineering Group, Inc.
8th April 26
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
13430 Northwest Freeway, Suite 700, Houston, Texas 77040
TxEng Firm 2726 | TxSurv Firm 10110700
t 713.462.3178
idseg.com
infrastructure design solutions
April 8, 2026
Mr. Obioma Nwakanma, P.E.
Senior Project Manager
Engineering & Public Works
City of Pearland
2016 Old Alvin Road
Pearland, Texas 77581
Reference: Proposal to Perform Professional Engineering and Surveying Services for
Fite Road – Cullen to Harkey Drainage Improvements
Final Design / Bid Phase Services / Construction Phase Services
City of Pearland
IDS Project No. 1717-009-01
Dear Mr. Nwakanma:
IDS Engineering Group (IDS) is pleased to submit this proposal to provide professional engineering and
surveying services for drainage improvements along Fite Road and Manvel Road (FM 1128) within the
City of Pearland, Texas. These improvements are based on the recommended alternative outlined in
the Preliminary Engineering Report entitled Fite Road – Cullen to Harkey Drainage Improvements,
prepared by IDS and dated November 14, 2022.
Project Limits:
• Fite Road: Approximately 10,500 linear feet from Cullen Parkway eastward to Harkey Road
(Major Collector Street)
• Manvel Road (FM 1128): Approximately 3,950 linear feet from Fite Road southward to Mary’s
Creek (Major Thoroughfare)
This area lies approximately 2.4 miles east of Highway 288 and 3.3 miles south of Beltway 8.
Design Objectives:
• Provide adequate channel capacity in the roadside ditch system to convey the 2-year Atlas 14
rainfall event
• Replace asphalt and provide base repair as needed on Fite Road to ensure a smooth and stable
roadway
Expected Benefits:
• Reduce localized flooding
• Improve roadway safety and public satisfaction
• Ensure compliance with City of Pearland drainage standards
To achieve these objectives, IDS proposes the following scope of services:
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Mr. Obioma Nwakanma, P.E.
Engineering & Public Works
April 8, 2026
Page 2
TxEng Firm 2726 | TxSurv Firm 10110700
BASE SERVICES
1. Project Management
a. Provide project management throughout the duration of the project, including:
i. Monthly progress reports and schedule updates
ii. Coordination with subconsultants
iii. Attendance at project meetings and coordination with the City
iv. Invoicing
2. Surveying Services:
a. Topographic Survey (TSPS Category 6, Condition 1)
i. Perform topographic survey of +/- 14,560 linear feet of Right-of-Way in the City
of Pearland, Brazoria County, Texas, as broken down below:
1. Fite Road: 10,560 linear feet – from the intersection of Cullen Parkway,
east to the intersection of Harkey Road – ROW to ROW
2. Manvel Road: 4,000 linear feet - from the intersection of Manvel Road
and Fite Road, south to Mary’s Creek – ROW to ROW
ii. Survey includes 10 feet outside of the right-of-way and up to 30 feet outside
right-of-way for objects (obstructions), except those that are behind fences,
brick walls and buildings.
iii. Establish elevations and locations of physical features including buildings,
structures, signs, power poles, curbs, driveways, water meters, manholes,
pedestals, ponds, light poles, etc. within the proposed and existing right-of-
way.
iv. Provide pipe flow line elevations, size, material and directions of all sanitary
sewer lines, storm sewer lines and driveway culverts. Top of rim or top of grate
and flow line elevations shall be recorded on all inlets, manholes and drainage
structures.
v. Provide SUE Level C per ASCE SUE Guidelines:
1. Perform Texas One Call for underground utility locations to mark
utilities within the existing right-of-way and existing easements within
the take area.
2. Locate markings provided by One-Call and “visible” utilities within 20
feet of the proposed and or existing right-of-way.
vi. Locate utility markings or test holes provided by 3rd party SUE providers as
designated by Prime Engineer.
vii. Locate soil borings.
viii. Attend Field Topo Verification Meeting to visibly check that all topo items are
currently located as per the field notes. Objectives to be achieved during the
field topo verification meeting include impacts that could affect the alignment
alternatives have on the Right of Way, existing structures such as signals,
utilities, and property, environmental impacts and impacts to existing and
proposed improvements.
b. Surveying – Control
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Mr. Obioma Nwakanma, P.E.
Engineering & Public Works
April 8, 2026
Page 3
TxEng Firm 2726 | TxSurv Firm 10110700
i. Horizontal Survey Control shall be referenced to the Texas State Plane
Coordinate System, South Central Zone, NAD83.
ii. Vertical Control shall be based on the nearest existing Harris County Floodplain
Reference Marker, NAVD 1988, 2001 adjustment.
iii. Provide an adequate number of control points that are set and recoverable.
Primary Monuments shall be placed no further than 2,500 feet apart, with a
minimum of four (4) monuments on the survey project. Monuments will
consist of a minimum of 5/8-inch iron rods, 24-inches in length, with caps
referenced to the respective RPLS in charge.
c. Resolve Existing Right-of-Way – Route Survey (TSPS Category 2)
i. Collect all necessary information to accurately determine the alignment of the
existing Right-of-Way for the subject road and adjoining roadways that feed
into it.
ii. Collect all necessary boundary monumentation and perform comprehensive
research to accurately establish the property line locations for approximately
22 individual plats, 65 individual tracts, and the right-of-way alignments of 17
roads connecting to the right-of-way of the subject project.
iii. Prepare Existing Right-of-Way sheets that incorporate all topographic and
boundary information as identified and confirmed during our investigation.
3. Geotechnical Engineering
a. Four (4) pavement borings advanced to a depth of 10’ below the existing top of natural
ground along Fite Road.
b. Two (2) detention basin borings advanced to a depth of 20’ below the existing top of
natural ground drilled at the site of one (1) proposed detention basin.
c. The borings will be advanced to the specified depths and in-situ soil testing will be
performed in general accordance with ASTM Standard Test Procedures (ASTM D1586 –
Standard Penetration Testing). The soil will be sampled as needed to verify subsurface
materials and strata changes. Final drilling depths and elevation will be based on
topographic conditions at the time of drilling operations.
d. All samples will be removed from the sample apparatus during drilling operations.
Various field tests on the recovered samples will be conducted. The samples will be
appropriately packaged to minimize loss of their natural moisture content and to
reduce the possibility of damage during transportation to the soils laboratory.
e. Following completion of drilling, sampling, and subsurface water monitoring operation,
all boreholes will be backfilled with soil cuttings from the completed borings. If there
are not enough soil cuttings available, alternate fill will be used to backfill the
completed boreholes.
f. This geotechnical investigation does not include activities and corresponding cost that
me be associated with the following:
i. Providing an ATV mounted drill rig, dozer, or special equipment to clear areas
of vegetation and debris or to regrade the site to gain access to boring
locations;
ii. Regrading the site or portions of the site to gain access to the boring locations;
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Mr. Obioma Nwakanma, P.E.
Engineering & Public Works
April 8, 2026
Page 4
TxEng Firm 2726 | TxSurv Firm 10110700
iii. Site safety meetings,
iv. Encountering hazardous or contaminated soils or substances during field
activities.
g. Geotechnical laboratory testing will be performed on the recovered samples during the
field study to evaluate their physical and engineering properties. Testing shall include
several of the following test procedures:
i. Lab. Determination of Moisture in Soils (ASTM D2216)
ii. Atterberg Limits (ASTM D4318)
iii. Gradation (-200) (ASTM D1140)
iv. Gradation (Ful Sieve & Hydrometer) (AST< D6913 & D7928)
v. Sulfate Content of Soil (ASTM C1580)
h. Engineering analyses will be conducted after reviewing the results of both the field and
laboratory phases. The findings and conclusions derived from the analyses will be
presented in an electronic engineering memo/report in pdf format. The report will
include a boring location plan, boring logs with laboratory classification of recovered
soil samples and subsurface water conditions encountered. The report will provide
engineering analyses for:
i. Geo Report Deliverable / Tech Memo for:
1. Pavement Design/Analysis & Recommendations
2. Detention Basin Analysis & Recommendations for one (1) basin
4. Final Plans (PS&E)
a. IDS will prepare construction drawings in accordance with current City of Pearland
design guidelines. Drawings will be produced on 22” x 34” sheets at a 1” = 20’ scale and
will be prepared using AutoCAD/Civil3d. The plans will include design within the project
limits for:
i. Roadside ditch improvements along both north and south sides of Fite Road
ii. Replacement of driveway and cross-street culverts
iii. Sidewalk relocation only where necessary to accommodate ditch
improvements
iv. Westside-only roadside ditch improvements along the Manvel Road
v. Milling and overlay of asphalt on Fite Road; full-depth asphalt pavement repair
where base is compromised
vi. Replacement of pavement markings and traffic signal loop detectors along Fite
Road
vii. No pavement work for Manvel Road
viii. Wet utility adjustments including water, sanitary, and storm sewer as required.
b. Plan Sheets (may include, but not limited to):
i. Cover Sheet, Sheet Index, General Notes, Project Layout, Survey Control,
Typical Sections, Drainage Area Maps & Calculations, Plan & Profile Sheets,
Detention Basin Sheets, Pavement Markings, SWPPP, Traffic Control Plans,
Miscellaneous Details, Standard Details, Cross Sections
c. Review Process:
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Mr. Obioma Nwakanma, P.E.
Engineering & Public Works
April 8, 2026
Page 5
TxEng Firm 2726 | TxSurv Firm 10110700
i. Plans will be submitted to the City for review at the following milestones:
1. 30% – Initial review and comments
2. 60% – Preliminary review and comments
3. 90% – Advanced review and comments
4. 100% – Final review and approval
d. Project Manual
i. Prepare a Project Manual including Front End documents (provided by the
City), Bid Form, Summary of Work, Specifications, and final Construction Cost
Estimate. Respond to City comments and incorporate revisions as needed.
Project Manuals to be included as part of the 60%, 90%, and 100% submittal
milestones.
5. Utility Coordination
a. Request maps from private utility companies
b. Prepare a utility conflict spreadsheet
c. Submit plans for utility review and signatures
d. Coordinate relocation of conflicting utilities and attend meetings as needed
6. Bid Phase Services
a. Respond to bidder questions
b. Attend Pre-Bid meeting and bid opening
c. Prepare addenda and attend City meetings as necessary
d. Prepare Bid Tab
e. Contact Apparent Low Bidder references
f. Prepare Recommendation of Award letter
7. Construction Phase Services
a. The preliminary estimate of construction duration is 480 days.
b. Attend the pre-construction meeting.
c. Prepare Issued For Construction (IFC) construction documents for distribution to the
contractor (3 sets of hard copy project manuals and full-size plans in addition electronic
files)
d. Review contractor shop drawings and submittals.
e. Respond to RFI/RFP/CO requests.
f. Attend bi-weekly progress meetings.
g. Make monthly site visits to document project progress.
h. Attend substantial and final completion walk throughs.
i. Prepare “Record Drawings” based on final “As-Built” drawings provided by the
contractor.
ADDITIONAL SERVICES
8. Proposed Detention Basin Boundary Survey w/ Topography (TSPS Cat. 1B, Cond. 2)
a. Perform a boundary survey with topography to assess possible location of one or more
detention facilities, as defined by the Engineer.
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Mr. Obioma Nwakanma, P.E.
Engineering & Public Works
April 8, 2026
Page 6
TxEng Firm 2726 | TxSurv Firm 10110700
b. This proposal assumes that the proposed detention facility will not be heavily
vegetated or wooded. Should brush clearing be required, an additional fee will apply.
9. Proposed Detention Pond Acquisition Exhibit w/ Metes and Bounds (TSPS Category 1B,
Condition 2)
a. Prepare detailed exhibits, including Metes and Bounds descriptions, for the proposed
detention pond acquisition. This exhibit will clearly illustrate the limits of the proposed
takings and provide descriptions for use in property negotiations, documentation, and
recordation.
b. After recordation, set monumentation in accordance with the Texas Society of
Professional Surveyors – Manual of Practice for a Category 1B, Condition 2 Standard
Land Survey.
10. Phase I Environmental Site Assessment (ESA)
a. Prepare Phase I ESA to support real estate acquisition for up to two (2) detention
basins.
11. Phase II Environmental Site Assessment (ESA)
a. Prepare Phase II ESA if recommended in Phase I ESA.
SERVICES NOT INCLUDED (Other Additional Services can be provided at the Client’s Request)
• Level A SUE
• Drainage Study or Letter of Map Revision
• Review of Contractor Means and Methods
• Construction Materials Testing (CMT)
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Mr. Obioma Nwakanma, P.E.
Engineering & Public Works
April 8, 2026
Page 7
TxEng Firm 2726 | TxSurv Firm 10110700
COMPENSATION
We propose providing the above-described services for the fees itemized below to be invoiced monthly
based on the percent of services complete.
BASE SERVICES:
Item 1 Project Management $39,220.00 Fee
Item 2a Survey - Topographic Survey of ROW $86,700.00 Fee
Item 2b Survey - Control $19,000.00 Fee
Item 2c Survey - ROW Resolution $58,400.00 Fee
Item 3 Geotechnical Engineering $21,000.00 Fee*
Item 4 Final Plans (PS&E) $403,840.00 Fee
Item 5 Utility Coordination $28,360.00 Fee
$656,520.00 Fee
Item 6 Bid Phase Services $10,090.00 Hourly
Item 7 Construction Phase Services $94,900.00 Hourly
SUBTOTAL: BASE SERVICES $761,510.00 Est
ADDITIONAL SERVICES:
Item 8 Survey – Boundary with Topographic Survey for
Detention Basin(s)
(Assumes 2 x locations of 5 acres each)
$19,800.00 Fee
Item 9 Survey – Metes & Bounds for Detention Basin
(Assumes 2 x locations)
$6,000.00 Fee
Item 10 Phase I ESA (up to 2 locations) $20,000.00 Est
Item 11 Phase II ESA (up to 2 locations) $50,000.00 Est
SUBTOTAL: ADDITIONAL SERVICES $95,800.00 Est
TOTAL SERVICES:
Items 1-11 TOTAL: BASE SERVICES + ADDITIONAL
SERVICES
$857,310.00 Est
* Includes 5% subconsultant coordination fee
Est = Estimated
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Mr. Obioma Nwakanma, P.E.
Engineering & Public Works
April 8, 2026
Page 8
TxEng Firm 2726 | TxSurv Firm 10110700
Attachment “B” – Conditions for Engineering Services on Time & Materials Basis is hereby a part of the
agreement.
These services will be invoiced monthly based on progress reported by us, subject to your verification.
Payment of our invoices is due in our office within thirty (30) days of invoice date.
We appreciate the opportunity to submit this proposal and look forward to working with you on this
project. Should you have any questions, please do not hesitate to contact either of us.
Respectfully submitted,
Marcel Khouw, P.E. Rich Fuller, P.E.
Director Director
Attachments
B2Z Subconsultant Proposal
IDS Survey Proposal
Proposed Schedule
\\idseg.com\fs\Projects\1700\171700901 Fite Rd Cullen to Harkey Drainage Design\PM\010 Proposal\V3 - Minor Revisions to V2\Proposal for Final Design - Fite
Road-Cullen to Harkey Drainage Improvements-V3.docx
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Page 1 of 3
December 8, 2025
IDS Engineering Group
ATTN: Rich Fuller (RFuller@idseg.com)
RE: Proposal for Geotechnical Services (GEO)
Proposed Fite Road and Proposed Detention Basin Project
City of Pearland
B2Z Engineering is pleased to submit this cost proposal to provide Geotechnical Engineering
Services (GEO) for the above referenced project. We are presenting this letter and cost estimate to
confirm our understanding of this project and providing a description of the tasks to be performed.
The broad objectives of our study will be to determine subsurface conditions for use by others in
completing the design of the above referenced project. Described in this proposal are:
• Our understanding of pertinent project characteristics
• Our proposed scope for field and laboratory study
• Our proposed scope for engineering evaluation and reporting
• Our tentative project schedule
• Our project lump sum fee
I. Geotechnical Drilling and Miscellaneous Field Services (GEO - Drill)
Based on the location map (or general directive) provided to B2Z, we are proposing the drilling
and sampling of subsurface materials within the project limits as follows:
• Geotechnical Borings
o Four (4) Pavement Borings will be drilled at Fite Road (Borings will be advanced to a
depth of approximately 10 feet below the existing top of natural ground) (Borings
will be field tested – Standard Penetrometer Test – (SPT)).
o Two (2) Detention Pond Borings will be drilled at Proposed Detention Basin (Borings
will be advanced to a depth of approximately 20 feet below the existing top of natural
ground) (Borings will be field tested – Standard Penetrometer Test – (SPT)).
The Client will be responsible for obtaining any necessary permits or authorization, including
any needed clearing, to access areas (right of entry) where the borings are to be drilled. B2Z will
stake the boring locations and provide utility clearances prior to performing the field exploration
portion of the project.
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Page 2 of 3
The borings will be advanced to the specified depths and in-situ soil testing will be performed in
general accordance with ASTM Standard Test Procedures (ASTM D1586 – Standard Penetration
Testing). The soil will be sampled as needed to verify subsurface materials and strata changes.
Final drilling depths and elevations will be based on topographic conditions at the time of our
drilling operations.
All samples will be removed from the sample apparatus during drilling operations. B2Z
personnel will conduct various field tests on the recovered samples, visually classify the samples,
and record the appropriate data on a field boring log. The samples will be appropriately
packaged to minimize loss of their natural moisture content and to reduce the possibility of
damage during transportation to our soils laboratory.
Following completion of drilling, sampling, and subsurface water monitoring operations, all
boreholes will be backfilled with soil cuttings from the completed borings. If there are not
enough soil cuttings available, alternate fill will be used to backfill the completed boreholes.
This proposal does not include activities and corresponding costs that may be associated with the
following:
• Providing an ATV mounted drill rig, dozer or special equipment to clear areas of
vegetation and debris or to regrade the site to gain access to the boring locations;
• Regrading the site or portions of the site after drilling activities are completed;
• Site safety meetings that may be required; or
• Encountering hazardous or contaminated soils or substances during our field activities.
We will notify you should these services become necessary for us to complete our field
exploration activities. We can arrange to provide for these services as part of our project scope,
should you authorize us to do so.
II. Geotechnical Laboratory Testing Services (GEO - Test)
Geotechnical Laboratory Testing will be performed on the samples recovered during the field
study to evaluate their physical and engineering properties. Testing shall include several of the
following test procedures:
(1) Lab. Determination of Moisture in Soils (ASTM D2216)
(2) Atterberg Limits (ASTM D4318)
(3) Gradation (-200) (ASTM D1140)
(4) Gradation (Full Sieve & Hydrometer) (ASTM D6913 & D7928)
(5) Sulfate Content of Soil (ASTM C1580)
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Page 3 of 3
III. Geotechnical Engineering Services (GEO – Eng)
Engineering analyses will be conducted after reviewing the results of both the field and
laboratory phases of our study. The findings and conclusions derived from our analyses will be
presented in an electronic engineering memo/report (.pdf), which will be prepared by one of our
engineers. The report will include a boring location plan, boring logs with laboratory
classification of recovered soil samples and subsurface water conditions encountered. The report
will provide engineering analyses/recommendations for:
1 Geo Report Deliverable / Tech Memo (Pavement Design/Analysis & Recommendations / Detention
Pond Analysis & Recommendations)
Project Schedule
We should be able to start the field work within 2 weeks after receiving your written
authorization or after obtaining permission for rights of entry (ROE), whichever is later. Final
reports will be submitted 2 to 4 weeks after completion of the field and laboratory testing and
field work.
Cost
Based on the scope of work outlined within this proposal, the cost of the field investigation,
laboratory testing & report will be:
• Lump Sum Cost for GEO will be $20,000.00.
We appreciate the opportunity to propose on this project. We hope this proposal meets with your
approval. If you have any questions, please contact us.
Respectfully Submitted,
B2Z Engineering
David A. Saenz, P.E., C.F.M.
If this Proposal meets the requirements for your project and you wish to enter into an agreement
with us for Professional Services (as noted in this proposal) please sign and date this proposal
and we will follow-up with any required formal Contractual Documents in a follow-up
submittal/email.
Sign here –
Date here –
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
13430 Northwest Freeway, Suite 700, Houston, Texas 77040
TxEng Firm 2726 | TxSurv Firm 10110700
t 713.462.3178
idseg.com
infrastructure design solutions
May 12, 2026
Marcel Khouw, P.E., Assoc. DBIA
Director
IDS Engineering Group
13430 Northwest Freeway, Suite 700
Houston, Texas 77040
RE: City of Pearland, Fite Road and Manvel Road – Right-of-Way Resolution and Design Topo
Dear Mr. Khouw:
IDS Engineering Group (IDS) is pleased to present our proposal to perform topographic and other
surveying support services for the above-referenced project. The following scope of work defines our
anticipated deliverables.
SURVEY
1) Topographic Survey (TSPS Category 6, Condition 1)
A. Perform topographic survey of +/- 14,560 linear feet of Right-of-Way in the City of Pearland, Brazoria
County, Texas, as broken down below:
i. Fite Road: 10,560 linear feet – from the intersection of Cullen Parkway, east to the intersection
of Harkey Road – ROW to ROW
ii. Manvel Road: 4,000 linear feet - from the intersection of Manvel Road and Fite Road, south to
Mary’s Creek – ROW to ROW
B. Survey includes 10 feet outside of the right-of-way and up to 30 feet outside right-of-way for objects
(obstructions), except those that are behind fences, brick walls and buildings.
C. Establish elevations and locations of physical features including buildings, structures, signs, power
poles, curbs, driveways, water meters, manholes, pedestals, ponds, light poles, etc. within the
proposed and existing right-of-way.
D. Provide pipe flow line elevations, size, material and directions of all sanitary sewer lines, storm sewer
lines and driveway culverts. Top of rim or top of grate and flow line elevations shall be recorded on
all inlets, manholes and drainage structures.
E. Provide SUE Level C per ASCE SUE Guidelines:
i. Perform Texas One Call for underground utility locations to mark utilities within the existing
right-of-way and existing easements within the take area.
ii. Locate markings provided by One-Call and “visible” utilities within 20 feet of the proposed and
or existing right-of-way.
F. Locate utility markings or test holes provided by 3rd party SUE providers as designated by Prime
Engineer.
G. Locate soil borings.
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Marcel Khouw, P.E., Assoc. DBIA
Director
May 12, 2026
Page 2 of 4
TxEng Firm 2726
TxSurv Firm 10110700
H. Attend Field Topo Verification Meeting to visibly check that all topo items are currently located as
per the field notes. Objectives to be achieved during the field topo verification meeting include
impacts that could affect the alignment alternatives have on the Right of Way, existing structures
such as signals, utilities, and property, environmental impacts and impacts to existing and proposed
improvements.
Deliverables: CAD file (AutoCAD .dwg format) along with ASCII point file in surface suitable for
design; 22”x34” 1” = 20’ plan sheets for the topo field walk (6 copies)
2) Control
A. Horizontal Survey Control shall be referenced to the Texas State Plane Coordinate System,
South Central Zone, NAD83.
B. Vertical Control shall be based on the nearest existing Harris County Floodplain Reference
Marker, NAVD 1988, 2001 adjustment.
C. Provide an adequate number of control points that are set and recoverable. Primary
Monuments shall be placed no further than 2,500 feet apart, with a minimum of four (4)
monuments on the survey project. Monuments will consist of a minimum of 5/8-inch iron
rods, 24-inches in length, with caps referenced to the respective RPLS in charge.
Deliverables: Survey Control Map and three-point sketches, signed and sealed by a Texas
Register Professional Land Surveyor (RPLS).
3) Resolve Existing Right-of-Way – Route Survey (TSPS Category 2,)
A. Collect all necessary information to accurately determine the alignment of the existing Right-
of-Way for the subject road and adjoining roadways that feed into it.
B. Collect all necessary boundary monumentation and perform comprehensive research to
accurately establish the property line locations for approximately 22 individual plats, 65
individual tracts, and the right-of-way alignments of 17 roads connecting to the right-of-way of
the subject project.
C. Prepare Existing Right-of-Way sheets that incorporate all topographic and boundary
information as identified and confirmed during our investigation.
Deliverables: CAD file (AutoCAD .dwg format) along with ASCII point file in surface; 22”x34” 1”
= 20’ plan sheets for the topo field walk (6 copies), signed and sealed by a Texas
Register Professional Land Surveyor (RPLS).
ADDITIONAL SERVICES
4) Proposed Detention Pond Boundary Survey w/ Topography (TSPS Cat. 1B, Cond. 2)
A. Preform a boundary survey with topography to assess possible location of one or more
detention facilities, as defined by the Engineer.
B. This proposal assumes that the proposed detention facility will not be heavily vegetated or
wooded. Should brush clearing be required, an additional fee will apply.
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Marcel Khouw, P.E., Assoc. DBIA
Director
May 12, 2026
Page 3 of 4
TxEng Firm 2726
TxSurv Firm 10110700
Deliverables: CAD file (AutoCAD .dwg format) along with ASCII point file in surface suitable for
design; 22”x34” 1” = 20’ plan sheets for the topo field walk (6 copies)
5) Proposed Detention Pond Acquisition Exhibit w/ Metes and Bounds (TSPS Category 1B, Condition 2)
A. Prepare detailed exhibits, including Metes and Bounds descriptions, for the proposed detention
pond acquisition. This exhibit will clearly illustrate the limits of the proposed takings and
provide descriptions for use in property negotiations, documentation, and recordation.
B. After recordation, set monumentation in accordance with the Texas Society of Professional
Surveyors – Manual of Practice for a Category 1B, Condition 2 Standard Land Survey.
Deliverables: Metes and Bounds with Exhibit in PDF format, signed and sealed by a Texas
Register Professional Land Surveyor (RPLS).
COMPENSATION
Basic Services
1) Topographic Survey $86,700.00
2) Control $19,000.00
3) Right-of-Way Resolution $58,400.00
TOTAL $164,100.00
Additional Services
4) Detention Pond Boundary w/ Topographic Survey
a) $9,900.00 initial cost + $1,000.00 per acre after 5 acres
per location
b) Assuming 2 locations of 5 acres each $19,800.00
5) Detention Pond Acquisition Exhibits
a) Assuming 2 @ $3,000.00 each $6,000.00
TOTAL $25,800.00
Services Specifically Excluded
• Unless specifically stated to perform here in, the preparation of a Traffic Control Plan (TCP) to
implement survey services, including traffic control devices, labor and equipment needed to
support a TCP is excluded.
• Level A SUE
• Plan and Profile Sheets
• DTM and TIN Surfaces
• Tree Survey
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
Marcel Khouw, P.E., Assoc. DBIA
Director
May 12, 2026
Page 4 of 4
TxEng Firm 2726
TxSurv Firm 10110700
ADDITIONAL SERVICES
Any services not reflected in the Scope of Services section of this agreement are not included in this
contract. The surveyor may elect to provide or coordinate additional services, if requested, for a
mutually agreed upon fee by the client and the surveyor and documented by a written addendum to
this agreement.
We consider edits or revisions made after the survey is completed and delivered to be additional
services to be invoiced at our hourly rates.
If you have any questions regarding this proposal, please do not hesitate to call me. To indicate your
acceptance of the above stated fee and to authorize us to proceed with the survey, please sign below
and return a copy of this letter to our office.
Sincerely,
Carlos Jaramillo, RPLS Timothy E. Buscha, P.E., CFM
Project Surveyor President
cc: File
Accepted:
By:
Name:
Title:
Date:
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
ID Task
Mode
Task Name Duration Start Finish
1 Design through Construction 601 days Tue 5/12/26 Tue 8/29/28
2 NTP 0 days Tue 5/12/26 Tue 5/12/26
3 Surveying 60 days Tue 5/26/26 Mon 8/17/26
4 Control 4 days Tue 5/26/26 Fri 5/29/26
5 Topographic Survey 30 days Mon 6/1/26 Fri 7/10/26
6 Resolve ROW 26 days Mon 7/13/26 Mon 8/17/26
7 Geotechnical Engineering 75 days Tue 6/2/26 Mon 9/14/26
8 Field Work 25 days Tue 6/2/26 Mon 7/6/26
9 Lab Work 25 days Tue 7/7/26 Mon 8/10/26
10 Engineering 25 days Tue 8/11/26 Mon 9/14/26
11 Final Plans 240 days Mon 7/20/26 Fri 6/18/27
12 30%60 days Mon 7/20/26 Fri 10/9/26
13 Review 10 days Mon 10/12/26Fri 10/23/26
14 60%60 days Mon 10/26/26Fri 1/15/27
15 Review 10 days Mon 1/18/27 Fri 1/29/27
16 90%45 days Mon 2/1/27 Fri 4/2/27
17 Review 10 days Mon 4/5/27 Fri 4/16/27
18 100%45 days Mon 4/19/27 Fri 6/18/27
19 Project Manual 10 days Mon 6/7/27 Fri 6/18/27
20 Utility Coordination 240 days Mon 7/20/26 Fri 6/18/27
21 Bid Phase 50 days Mon 6/21/27 Fri 8/27/27
22 Construction Phase 262 days Mon 8/30/27 Tue 8/29/28
5/12
May June July August September October November December January February March April May June July August September October November December January February March April May June July August September
2027 2028
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress
Fite Road Schedule
Page 1
Project: Fite Rd Design Schedul
Date: Wed 4/8/26
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
!
"# $#% %&
' ( )*+,+ *)+
- ./012345678792:284 ;<=>>?@55555555555555555
>7 AB/C2D5E5F0G09/7GHI350J5KLM NO=P??@55555555555555555
>Q AB/C2D5E5R084/0S -<=???@55555555555555555
>3 AB/C2D5E5KLM5K2T0SB4I08 UN=V??@55555555555555555
; W20423H8I37S5X89I822/I89 >-=???@55555555555555555 ABQ308TBS47845YZ>[\
V ]I87S5.S78T5Y.A^X\ V?;=NV?@555555555555555 _83SB`2T5K2I:QB/T7QS2T
U a4ISI4D5R00/`I874I08 >N=;O?@55555555555555555
OUO=U>?@555555555555555
O ZI`5.H7T25A2/CI32T -?=?<?@55555555555555555
P R08T4/B34I085.H7T25A2/CI32T <V=<??@55555555555555555
b ' ( & cd e
, (
N
AB/C2D5f5Z0B8`7/D5gI4H5F0G09/7GHI35AB/C2D5J0/5h24284I085Z7TI8YT\
YiTTB:2T5>5j5S0374I08T50J5U573/2T5273H\5Y_hA\ -<=N??@55555555555555555
<
AB/C2D5f56242T5^5Z0B8`T5J0/5h24284I085Z7TI8
YiTTB:2T5>5j5S0374I08T\5Y_hA\ O=???@5555555555555555555
-? X8CI/08:2847S5.H7T25_5XAi >?=???@55555555555555555
--X8CI/08:2847S5.H7T25__5XAi U?=???@55555555555555555
b , ( dck e
+ ! l(m kd c$ e
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
!
"# $#% %&
' (
)*+,-*./0
-*./0,1234563570 899 9
:;<,1234563570
:=70*33,1234563570
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
?! @9A
B <0/C7D4,17745EFG,HIE470E*3JK5DL/MMN,BJ-5E7N,<07J)/245EF,BN,<07J)/245EF,OP Q B O R SONQTT B Q SRTT B Q SRTT SQNTTT
O <0/C7D4,17745EFG,HUV470E*3,+WX357E4N,IED32Y7G,Z7*[G,17745EFGP BT O OT S\NTTT O OT SQNTTT O OT SON]TT SBON]TT
^1/E4_3`,a4*42G,J,IED32Y7G,6076*05EF,bF7EY*,605/0,4/,*EY,17745EF,15E247G,*M470 BT O B
Q <0/C7D4,aD_7Y237,J,<076*07,*EY,1*5E4*5E O B O S\TT S\TT
c IE=/5D5EF BT O OT S\NTTT O OT SON]TT SRN]TT
\ <0/C7D4,X3/G7/24 B O O S\TT O O SO]T SR]T
] dbWdX B B S^cT QT QT SBONTTT SBON^cT
R
e
BT
BB
BO
B^
BQ
Bc
B\
( ! @9A 9 B B ^cTS,,,,,,,,,, cB eO O]N\TTS,,,,, JS,,,,,,,,,,, ^ OQ QNRTTS,,,,,,, B Q RTTS,,,,,,,,,, JS,,,,,,,,,,, ] QO cN\]TS,,,,,,, f$ g%%
f% h
! @9A
SQ^iRB
f$j h
^i^B
f% h
BiQQ
h! @9A
^i^B ^i^B
Oi^T
S\TiQO
Oi^T
BiQQ
f$ h
^i^B
SBTci]Q
! @hh h?
f%$ h
S\eiQe S\TiQO
?#
>9k
f $jh
^i^B
Oi^TOi^T
BiQQBiQQ
SQTi]e
f "jh
^i^B ^i^B
Oi^T
BiQQ
SeTi\^
! 9
k
BiQQ
Oi^TOi^T
BiQQ
h?>9k
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
!
"# $#% %&
! '
() *
+! ,+
- +() *
! ,'+
- +() *
! ,'
() *
+.
() *
.#
/')() *
+.+
() *
0
() * ! )/
12345267849444444444444444:;<=>?44944444444444444444@;=AB4494444444444444444A@=?@4494444444444444444A;=?C4494444444444444444A;=?C4494444444444444444?B=D:4494444444444444444?;=>@4
526784EFGHIJGIK844444444444444444444444:=??444444444444444444444444:=??44444444444444444444444:=??44444444444444444444444:=??44444444444444444444444:=??44444444444444444444444:=??44444444444444444444444:=??4
LMN4EFGHIJGIK844444444444444444444444C=B;444444444444444444444444C=B;44444444444444444444444C=B;44444444444444444444444C=B;44444444444444444444444C=B;44444444444444444444444C=B;44444444444444444444444C=B;4
LOK82GG4EFGHIJGIK844444444444444444444444B=B:444444444444444444444444B=B:44444444444444444444444B=B:44444444444444444444444B=B:44444444444444444444444B=B:44444444444444444444444B=B:44444444444444444444444B=B:4
P$Q + P$ + P%$ + P% + P% + P "Q+ P $Q+
!! '
R
:;: 4 S7OK84TUKKH ; C B D :B CV:A;=;;94444444 CV:A;=;;944444444
:;C 4 TUKKH4WXYKZ ; C C D :C :V@A;=;;94444444 :V@A;=;;944444444
:;B 4 [KXK82G4\7HK]; ? C D :?CVBA;=;;94444444 CVBA;=;;944444444
:;? 4 TUKKH452^7FH ; C ? :A CC BV<C;=;;94444444 BV<C;=;;944444444
:;< 4 TF8OK^4S7XH87G4_`IHK4172Ya ; C C D :C :V@A;=;;94444444 :V@A;=;;944444444
:;A 4 TF8OK^4S7XH87G4_E2XOKG4172Ya ; C C D :C :V@A;=;;94444444 :V@A;=;;944444444
C ;> ;D b^JIc2G4TKcHI7X]C ? :? C;BVCB;=;;94444444 AV?A;=;;944444444
C ;@ :;d82IX2eK4f8K24E2J]4M4S2GcFG2HI7X]4_`IHK4172Ya ; :C ? D C??VBA;=;;94444444 DV>C;=;;944444444
C :: :C d82IX2eK4f8K24E2J]4M4S2GcFG2HI7X]4_E2XOKG4172Ya ; :C ? D C??VBA;=;;94444444 DV>C;=;;944444444
C@ :B ?:NMN]; D :C :D BD AVA:;=;;94444444 :@:VA@;=;;9444
:?C 4 dKHKXHI7X4g2]IX ; D :C :D BD AVA:;=;;94444444 AVA:;=;;944444444
:?B 4 dKHKXHI7X4g2]IX4S87]]4TKcHI7X]; ? :C ? C;BV>D;=;;94444444 BV>D;=;;944444444
:?? 4 dKHKXHI7X4g2]IX4N7IXH4b26GK ; C :C ? :D BVBD;=;;94444444 BVBD;=;;944444444
:?< 4 dKHKXHI7X4g2]IX4EI]c4dKH2IG]; D :C :D BD AVA:;=;;94444444 AVA:;=;;944444444
C ?A ?>d8IOK32^4b26GK]; D ? D C;BV<A;=;;94444444 >V:C;=;;944444444
??D <:b82hhIc4S7XH87G4NG2X4i4SF]H7j ; D ? D C;BV<A;=;;94444444 :?VC?;=;;9444444
?<C <<b82hhIc4S7XH87G4NG2X4i4TH2XY28Y]: : C ?A@;=;;944444444444 CV>A;=;;944444444
C <A <>TkNNN C ? :C :D CV@?;=;;94444444 <VDD;=;;944444444
C <D <@ TkNNN4i4TH2XY28Y]: : C ?A@;=;;944444444444 :VBD;=;;944444444
B>A; @A liTKcHI7X]; C ? :C :D CV@?;=;;94444444 :;DV>D;=;;9444
C @> @D 172Y32^4i4TH2XY28Y]: : C ?A@;=;;944444444444 :VBD;=;;944444444
:@@ 4 d8IOK32^4i4TH2XY28Y]: : C ?A@;=;;944444444444 A@;=;;944444444444
C :;; :;:N2OKjKXH4E28mIXe]4M4TIeX2eK C ? :? C;BVCB;=;;94444444 AV?A;=;;944444444
C :;C :;B N2OKjKXH4E28mIXe]4M4TIeX2eK4i4TH2XY28Y]: : C ?A@;=;;944444444444 :VBD;=;;944444444
::;? 4 577J4dKcHKcH784WX]H2GG2HI7X4i4TH2XY28Y]: : C ?A@;=;;944444444444 A@;=;;944444444444
::;? 4 TH2XY28Y4WXHK8]KcHI7X4577J4dKHKcH784NG2cKjKXH42XY4TInK4i4TH2XY28Y]: : C ?A@;=;;944444444444 A@;=;;944444444444
1KIj6F8]26GK4oZJKX]K] CV<;;=;;944444444
:;< 0 !! ' " % & "% " $pq" + P
-)
)r 0
r 0
)'
#/
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
!
"# $#% %&
' (
)*+,-*./0
-*./0,1234563570 899 9
:;<,1234563570
:=70*33,1234563570
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
?@! A9B
C D2*E454F,G*H7,:II,JKLMN,OLMN,PLMN,CLLMQ R C R SCNTLL CL RL SUNLLL SPNTLL
T V/EW402X45/E,V/W4,YW45Z*47,JKLMN,OLMN,PLMN,CLLMQ R C R SCNTLL [ TL SRNLLL S[NTLL
K \67X5I5X*45/EW,JOLMN,PLMN,CLLMQ T C T SOLL [ CL STNLLL [ CL SCNK[L SKNP[L
R <0/]7X4,1*E2*3,JOLMN,PLMN,CLLMQ T C T SOLL CL TL SRNLLL CL TL STN^LL S^NKLL
[
O
^
U
P
CL
CC
CT
CK
CR
C[
CO
( ! A9B 9 _S,,,,,,,,,,,, R CT KNOLLS,,,,,,,, _S,,,,,,,,,,,, KL PL CUNLLLS,,,,, _S,,,,,,,,,,,, _S,,,,,,,,,,,, C[ KL RNL[LS,,,,,,,, `%ab&a
`$a c
KdKC
`% c
KdKC
CdRR
TdKL
CdRR
TdKL
CdRR
KdKC
`$ c
KdKC KdKC
TdKL
! Acc c?
`%$ c ` $ac
KdKC
SOPdRP SOLdRT
?#
>9e
TdKL
CdRR
SRLd^P
`% c
KdKC
SRKdUC
` "ac
CdRR
SPLdOK
TdKL
SOLdRT
! 9
e
CdRR
TdKLTdKL
CdRR
c?>9e c! A9B ! A9B
SCL[d^R
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
!
"# $#% %&
' (
)*+,-*./0
-*./0,1234563570 899 9
:;<,1234563570
:=70*33,1234563570
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
?@
A )7B27C4,D45354E,1*6C A F F GHII H H GJHI GKHI
F L//0M5N*45/N,+54O,D45354E,L/P6*N57C,Q7P*53CR,6O/N7,S*33CR,5NT670C/NU A F AJ AJ GVRIII H H GJHI GVRJHI
V D45354E,W5XN*4207C H F Y GARZII F Y GARIYI GFRZYI
H L//0M5N*45/N,+54O,<56735N7,L/P6*N57C,Q7P*53CR,6O/N7,S*33CR,5NT670C/NU J F J GARJII AJ [J GAJRIII F AI GARVJI GA[RYJI
J <56735N7,-:\:C J F AI GFRIII F AI GARVJI GVRVJI
Z
[
Y
K
AI
AA
AF
AV
AH
AJ
AZ
( ! ]9^ 9 TG,,,,,,,,,,,, H J ARJIIG,,,,,,, TG,,,,,,,,,,,, VZ AAI FFRIIIG,,,,, TG,,,,,,,,,,,, TG,,,,,,,,,,,, AH VZ HRYZIG,,,,,,, _%`a$&
_% b
! ]9^
GHVcYA
_$d b
VcVA
_% b
AcHH
b! ]9^
VcVA VcVA
FcVI
GZIcHF
FcVI
AcHH
_$ b
VcVA
GAIJc[H
! ]bb b?
_%$ b
GZKcHK GZIcHF
?#
>9e
_ $db
VcVA
FcVIFcVI
AcHHAcHH
GHIc[K
_ "db
VcVA VcVA
FcVI
AcHH
GKIcZV
! 9
e
AcHH
FcVIFcVI
AcHH
b?>9e
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
!
"# $#% %&
' (
)*+,-*./0
-*./0,1234563570 899 9
:;<,1234563570
:=70*33,1234563570
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
?@!A
B C447DE,<07FG5E,17745DH B I I JKLL I JKLL
I <076*07,;,MNN27,CEE7DE* B O I JKLL BI BI JIPOLL BL BL JBPQRL JOPQRL
Q )7N6/DE,4/,G5EE70,S27N45/DN B I I JKLL BL BL JIPLLL JIPKLL
O G5E,T=*32*45/D,U,G5E,V*.23*45/D B I I JKLL O O JWLL I I JIXL JBPKXL
R )7Y/ZZ7DE*45/D,/[,C+*0E B I I JKLL I I JIXL JWXL
K
X
W
\
BL
BB
BI
BQ
BO
BR
BK
( ! ]9^ 9 FJ,,,,,,,,,,,, BI BL QPLLLJ,,,,,,,, FJ,,,,,,,,,,,, IW IK RPILLJ,,,,,,,, FJ,,,,,,,,,,,, FJ,,,,,,,,,,,, BO BO BPW\LJ,,,,,,,, _ `
_% a
! ]9^
JOQbWB
_$c a
QbQB
_% a
BbOO
a! ]9^
QbQB QbQB
IbQL
JKLbOI
IbQL
BbOO
_$ a
QbQB
JBLRbXO
! ]aa a?
_%$ a
JK\bO\ JKLbOI
?#
>9A
_ $ca
QbQB
IbQLIbQL
BbOOBbOO
JOLbX\
_ "ca
QbQB QbQB
IbQL
BbOO
J\LbKQ
! 9
A
BbOO
IbQLIbQL
BbOO
a?>9A
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
!
"# $#% %&
' (
)*+,-*./0
-*./0,1234563570 899 9
:;<,1234563570
:=70*33,1234563570
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
#
899 9
#
>
? 9 !@ 9
A
9
B447CD,<07E/CF402E45/C,17745CG A H H IJKK H IJKK
)7=57+,L2.M544*3F,;,LN/6,O0*+5CGF AK A P IAQRKK R RK IPQKKK ISQRKK
)7F6/CD,4/,)TUF AK R AK IHQKKK S SK IAKQKKK IAHQKKK
B447CD,V5WX77Y3Z,17745CGF P[ P AJR IS\Q]KK P IS\Q]KK
)7=57+,^N*CG7,:0D70,)7_27F4F R R P IAQRKK P [ IAQ]KK IRQ[KK
B447CD,L2.F4*C45*3,^/M63745/C A ] ] IAQ[KK ] IAQ[KK
B447CD,T5C*3,^/M63745/C A P P IAQRKK P IAQRKK
<076*07,)7E/0D,O0*+5CGF A P P IAQRKK A] A] IHQRKK PK PK I[QKKK IARQPKK
(
9 ` "a
( 9 !@ 9 WI,,,,,,,,,,,, R] RR\ ][QAKKI,,,,, WI,,,,,,,,,,,, PP JP A[Q[KKI,,,,, PK PK [QKKKI,,,,,,,, WI,,,,,,,,,,,, WI,,,,,,,,,,,, ` "a
b! c9d
HeHA HeHA
ReHK
I]KePR
! cbb b?
HeHA HeHA
AePP
HeHA
ReHK
IPKe\J
`$f b
HeHA
`% b
AePP
IAKSe\P
`%$ b
HeHA
AePP
`$ b
IJKe]H I]JePJ I]KePR
ReHK
` $fb `% b
IPHe[A
! 9
@
AePP
ReHKReHK
AePP
b?>9@
ReHK
AePPAePP
?#
>9@! c9d
` "fb
ReHK
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756
!
"# $#% %&
'( )
* +,
-. /012345657898:1.9;<=58>5?@A5BCD/E FGHIJKK FK FGHIJKK
-L /01234565M8NO18P5BCD/E FQRIKKK FK FQRIKKK
-= /01234565?@A5?3S8P0O<8N5BCD/E FTGIUKK FK FTGIUKK
V W38O3=;N<=.P5XN:<N331565BY-ZE F-KIKKK FQIKKK F-QIKKK
' * FQGUIQKK FQIKKK FQGTIQKK
[
G /012345\5Y80N].145^<O;57898:1.9;<=5/012345>815D3O3NO<8N5
Y.S<NBSE FQRIGKK K FQRIGKK
R /012345\5_3O3S5`5Y80N]S5>815D3O3NO<8N5Y.S<N
BaSS0b3S5-5c5P8=.O<8NSE5BCD/E FHIKKK K FHIKKK
QK XN2<18Nb3NO.P5d;.S35C5X/a F-KIKKK K F-KIKKK
QQ XN2<18Nb3NO.P5d;.S35CC5X/a FTKIKKK K FTKIKKK
' [ ( FRTIGKK
'(
Docusign Envelope ID: 570B8BEB-8DED-8CAD-8299-7F0E71273756