HomeMy WebLinkAboutKittelson & Associates ~ 32500039
CITY OF TIGARD - CONTRACT SUMMARY & ROUTING FORM
Contract Overview
Contract/Amendment Number: 32500039
Contract Start Date: 01/03/2025 Contract End Date: 02/28/2026
Contract Title: McDonald Street Engineering Services
Contractor Name: Kittelson & Associates
Contract Manager: Courtney Furman
Department: ENG
Contract Costs
Original Contract Amount: $1,559,099.00
Total All Previous Amendments: n/a
Total of this Amendment: n/a
Total Contract Amount: $1,559,099.00
Procurement Authority
Contract Type: Personal Services
Procurement Type: Formal RFP >$150K
Solicitation Number: 2024-25
LCRB Date: 12/10/2024
Account String: Fund-Division-Account Work Order – Activity Type Amount
FY 25 4608000 56006-95074 $500,000.00
FY 26 4608000 56006-95074 $1,059,099.00
FY
Contracts & Purchasing Approval
Purchasing Signature:
Comments: New contract
DocuSign Routing
Route for Signature Name Email Address
Contractor Anthony Yi ayi@kittelson.com
City of Tigard Steve Rymer stever@tigard-or.gov
Final Distribution
Contractor Anthony Yi ayi@kittelson.com
Project Manager Courtney Furman courtneyf@tigard-or.gov
Project Manager Shauna Large Shaunal@tigard-or.gov
Buyer Toni Riccardi tonir@tigard-or.gov
City of Tigard | 13125 SW Hall Blvd., Tigard, OR 97223 | (503) 639-4171 | www.tigard-or.gov
City of Tigard
Qualification – Based Request for Proposal (RFP)
MCDONALD STREET ENGINEERING SERVICES
RFP 2025-08
Proposals Due: Tuesday, October 8, 2024 – 10:00 a.m. local time
Proposer must submit one (1) electronic copy in portable document format (pdf).
Submit Proposals To: ContractsPurchasing@tigard-or.gov
Direct Questions To: Toni Riccardi
Phone: (503) 718-2518
Email: tonir@tigard-or.gov
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ATTACHMENT C
CITY OF TIGARD, OREGON
PERSONAL SERVICES CONTRACT
MCDONALD STREET ENGINEERING SERVICES
THIS AGREEMENT made and entered into this 11th day of December, 2024 by and between the City of
Tigard, a municipal corporation of the State of Oregon, hereinafter called City, and Kittelson & Associates,
hereinafter called Contractor.
RECITALS
WHEREAS, the City’s 2025-2026 fiscal year budget provides for services related to engineering services; and
WHEREAS, City has need for the services of a company with a particular training, ability, knowledge, and
experience possessed by Contractor, and
WHEREAS, City has determined that Contractor is qualified and capable of performing the professional
services as City does hereinafter require, under those terms and conditions set forth,
THEREFORE, the Parties agree as follows:
1. SERVICES TO BE PROVIDED
Contractor will initiate services immediately upon receipt of City’s notice to proceed together with an
executed copy of this Agreement. Contractor agrees to complete work that is detailed in Exhibit A,
incorporated herein by reference.
2. EFFECTIVE DATE AND DURATION
This Agreement is effective upon the date of execution and expires on February 28, 2026, unless
otherwise terminated or extended. All work under this Agreement must be completed prior to the
expiration of this Agreement.
3. COMPENSATION
The City agrees to pay Contractor in accordance with the fee schedule outlined in Exhibit A. The
total amount paid to the Contractor by the City may not exceed One Million Five Hundred Fifty-Nine
Ninety-Nine and No/100 Dollars ($1,559,099.00). Payments made to Contractor will be based upon
the following applicable terms:
A. Payment by City to Contractor for performance of services under this Agreement includes all
expenses incurred by Contractor, with the exception of expenses, if any, identified in this
Agreement as separately reimbursable.
B. Payment will be made in installments based on Contractor’s invoice, subject to the approval of
the City Manager, or designee, and not more frequently than monthly. Unless otherwise agreed,
payment will be made only for work actually completed as of the date of invoice.
C. Payment by City releases City from any further obligation for payment to Contractor for services
performed or expenses incurred as of the date of the invoice. Payment may not be considered
acceptance or approval of any work or waiver of any defects therein.
Contract Number 32500039
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D. Contractor must make payments promptly, as due, to all persons supplying labor or materials for
the performance of the work provided for in this Agreement.
E. Contractor may not permit any lien or claim to be filed or prosecuted against the City on any
account of any labor or material furnished.
F. Contractor will pay to the Department of Revenue all sums withheld from employees pursuant to
ORS 316.167.
G. Contractor will pay all contributions or amounts due the Industrial Accident Fund from the
contractor or any subcontractor.
H. If Contractor fails, neglects, or refuses to make prompt payment of any claim for labor or services
furnished to Contractor or a subcontractor by any person as such claim becomes due, City’s
Finance Director may pay such claim and charge the amount of the payment against funds due or
to become due the Contractor. The payment of the claim in this manner does not relieve
Contractor or their surety from obligation with respect to any unpaid claims.
I. Contractor will promptly, as due, make payment to any person, co-partnership, association, or
corporation, furnishing medical, surgical, and hospital care or other needed care and attention,
incident to sickness or injury, to the employees of Contractor, of all sums that Contractor agrees
to pay for the services and all moneys and sums that Contractor collected or deducted from the
wages of employees pursuant to any law, contract, or agreement for the purpose of providing or
paying for services.
J. Contractor and its employees, if any, are not active members of the Oregon Public Employees
Retirement System and are not employed for a total of 600 hours or more in the calendar year by
any public employer participating in the Retirement System.
K. Contractor must obtain, prior to the execution of any performance under this Agreement, a City
of Tigard Business License. The Tigard Business License is based on a calendar year with a
December 31st expiration date. New businesses operating in Tigard after June 30th of the current
year will pay a pro-rated fee though the end of the calendar year.
L. The City certifies that sufficient funds are available and authorized for this Agreement during the
current fiscal year. Funding during future fiscal years is subject to budget approval by Tigard’s
City Council.
4. OWNERSHIP OF WORK PRODUCT
City is the owner of and is entitled to possession of any and all work products of Contractor which
result from this Agreement, including any computations, plans, correspondence, or pertinent data and
information gathered by or computed by Contractor prior to termination of this Agreement by
Contractor or upon completion of the work pursuant to this Agreement. Contractor shall have no
liability should its work product be revised by others without its consent or utilized for any other
purpose than that contemplated under this Agreement.
5. ASSIGNMENT/DELEGATION
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6.
7.
8.
Neither party may assign, sublet or transfer any interest in or duty under this Agreement without the
written consent of the other and no assignment has any force or effect unless and until the other party
has consented. If City agrees to assignment of tasks to a subcontract, Contractor is fully responsible
for the acts or omissions of any subcontractors and of all persons employed by them. Neither the
approval by City of any subcontractor nor anything contained herein creates any contractual relation
between the subcontractor and City. The provisions of this Agreement are binding upon and will
inure to the benefit of the parties to the Agreement and their respective successors and assigns.
STATUS OF CONTRACTOR AS INDEPENDENT CONTRACTOR
Contractor certifies that:
A.Contractor acknowledges that for all purposes related to this Agreement, Contractor is an
independent contractor as defined by ORS 670.600 and not an employee of City. Contractor is
not entitled to benefits of any kind to which an employee of City is entitled and is solely
responsible for all payments and taxes required by law. Furthermore, in the event that Contractor
is found by a court of law or any administrative agency to be an employee of City for any purpose,
City is entitled to offset compensation due, or to demand repayment of any amounts paid to
Contractor under the terms of this Agreement, to the full extent of any benefits or other
remuneration Contractor receives (from City or third party) as a result of said finding and to the
full extent of any payments that City is required to make (to Contractor or to a third party) as a
result of said finding.
B. Contractor is not an officer, employee, or agent of the City as those terms are used in ORS 30.265.
CONFLICT OF INTEREST
The undersigned Contractor hereby represents that no employee of the City, or any partnership or
corporation in which a City employee has an interest, has or will receive any remuneration of any
description from Contractor, either directly or indirectly, in connection with the letting or performance
of this Agreement, except as specifically declared in writing.
If this payment is to be charged against Federal funds, Contractor certifies that he/she is not currently
employed by the Federal Government and the amount charged does not exceed their normal charge
for the type of service provided.
INDEMNIFICATION
City has relied upon the professional ability and training of Contractor as a material inducement to
enter into this Agreement. Contractor represents that all of its work will be performed in accordance
with generally accepted professional practices and standards as well as the requirements of applicable
federal, state, and local laws, it being understood that acceptance of a Contractor’s work by City will
not operate as a waiver or release.
To the extent allowed by law, Contractor agrees to indemnify and defend the City, its officers,
employees, agents, and representatives and hold them harmless from any and all liability, claims, losses,
and damages, that may be asserted by any person or entity to the extent such liability, claims, losses,
and damages arise from the fault of Contractor. Relative to professional services, Contractor’s duty to
defend is limited to reimbursement of reasonable legal costs should Contractor be found liable by
adjudication or alternative dispute resolution or otherwise resolve by settlement agreement. In no
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event shall defense costs charged to the Contractor exceed Contractor’s proportionate percentage of
fault. Such indemnification will also cover claims brought against the City under state or federal
worker’s compensation laws. If any aspect of this indemnity is found to be illegal or invalid for any
reason whatsoever, such illegality or invalidity does not affect the validity of the remainder of this
indemnification.
9. INSURANCE
Contractor and its subcontractors must maintain insurance acceptable to City in full force and effect
throughout the term of this contract. Such insurance must cover risks arising directly or indirectly out
of Contractor's activities or work hereunder, including the operations of its subcontractors of any tier.
The policy or policies of insurance maintained by the Contractor must provide at least the following
limits and coverages:
A. Commercial General Liability Insurance
Contractor will obtain, at Contractor’s expense, and keep in effect during the term of this contract,
Comprehensive General Liability Insurance covering Bodily Injury and Property Damage on an
“occurrence” form (CG 2010 1185 or equivalent). This coverage must include Contractual
Liability insurance for the indemnity provided under this contract. The following insurance will
be carried:
Coverage Limit
General Aggregate $5,000,000
Products-Completed Operations Aggregate $5,000,000
Personal & Advertising Injury $1,000,000
Each Occurrence $5,000,000
Fire Damage (Any one fire) $50,000
B. Professional Liability
Engineer shall obtain, at Engineer’s expense, and keep in effect during the term of this contract,
Professional Liability Insurance covering any damages caused by an error, omission or any
negligent acts. Combined single limit per claim shall not be less than $5,000,000, or the equivalent.
Annual aggregate limit shall not be less than $5,000,000 and filed on a “claims-made” form.
C. Commercial Automobile Insurance
Contractor must also obtain, at Contractor’s expense, and keep in effect during the term of the
contract, Commercial Automobile Liability coverage including coverage for all owned, hired, and
non-owned vehicles on an “occurrence” form. The Combined Single Limit per occurrence may
not be less than $2,000,000.
If Contractor uses a personally-owned vehicle for business use under this contract, the Contractor
will obtain, at Contractor’s expense, and keep in effect during the term of the contract, business
automobile liability coverage for all owned vehicles on an “occurrence” form. The Combined
Single Limit per occurrence may not be less than $2,000,000.
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D. Workers’ Compensation Insurance
The Contractor, its subcontractors, if any, and all employers providing work, labor, or materials
under this Contract that are subject employers under the Oregon Workers' Compensation Law
must comply with ORS 656.017, which requires them to provide workers' compensation coverage
that satisfies Oregon law for all their subject workers. Out-of-state employers must provide
Oregon workers' compensation coverage for their workers who work at a single location within
Oregon for more than 30 days in a calendar year. Contractors who perform work without the
assistance or labor of any employee need not obtain workers’ compensation coverage. All non-
exempt employers must provide Employer's Liability Insurance with coverage limits of not less
than $1,000,000 each accident.
E. Additional Insured Provision
All required insurance policies, other than Workers’ Compensation and Professional Liability,
must name the City its officers, employees, agents, and representatives as additional insureds with
respect to this Agreement.
F. Insurance Carrier Rating
Coverages provided by the Contractor must be underwritten by an insurance company deemed
acceptable by the City. All policies of insurance must be written by companies having an A.M.
Best rating of "A-VII" or better, or equivalent. The City reserves the right to reject all or any
insurance carrier(s) with an unacceptable financial rating.
G. Self-Insurance
The City understands that some contractors may self-insure for business risks and the City will
consider whether such self-insurance is acceptable if it meets the minimum insurance requirements
for the type of coverage required. If Contractor is self-insured for commercial general liability or
automobile liability insurance, Contractor must provide evidence of such self-insurance.
Contractor must provide a Certificate of Insurance showing evidence of the coverage amounts on
a form acceptable to the City. The City reserves the right in its sole discretion to determine
whether self-insurance is adequate.
H. Certificates of Insurance
As evidence of the insurance coverage required by the contract, Contractor will furnish a
Certificate of Insurance to the City. No contract is effective until the required Certificates of
Insurance have been received and approved by the City. The certificate will specify and document
all provisions within this contract and include a copy of Additional Insured Endorsement. A
renewal certificate will be sent to the below address prior to coverage expiration.
I. Primary Coverage Clarification
The parties agree that Contractor’s coverage is primary to the extent permitted by law. The parties
further agree that other insurance maintained by the City is excess and not contributory insurance
with the insurance required in this section.
J. Cross-Liability Clause
A cross-liability clause or separation of insureds clause will be included in all general liability
policies required by this Agreement.
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A certificate in form satisfactory to the City certifying to the issuance of such insurance will be
forwarded to:
City of Tigard
Attn: Contracts and Purchasing Office
contractspurchasing@tigard-or.gov
At the discretion of the City, a copy of each insurance policy, certified as a true copy by an
authorized representative of the issuing insurance company, may be required to be forwarded to
the above address.
Such policies or certificates must be delivered prior to commencement of the work. The procuring
of such required insurance will not be construed to limit Contractor’s liability hereunder.
Notwithstanding said insurance, Contractor is obligated for the total amount of any damage,
injury, or loss caused by negligence or neglect connected with this Agreement.
10. METHOD & PLACE OF SUBMITTING NOTICE, BILLS AND PAYMENTS
All notices, bills and payments will be made in writing and may be given by personal delivery, mail, or
by fax. Payments may be made by personal delivery, mail, or electronic transfer. The following
addresses will be used to transmit notices, bills, payments, and other information:
CITY OF TIGARD KITTELSON & ASSOCIATES
Attn: Courtney Furman Attn: Anthony Yi
Address: 13125 SW Hall Blvd
Tigard, OR 97223
Address: 851 SW 6th Ave, Ste 600
Portland, OR 97204
Phone: (503) 718-2442 Phone: (503) 535-7407
Email: Courtney.furman@tigard-or.gov Email: ayi@kittelson.com
Notice will be deemed given upon deposit in the United States mail, postage prepaid, or when so
faxed, upon successful fax. In all other instances, notices, bills and payments will be deemed given at
the time of actual delivery. Changes may be made in the names and addresses of the person to who
notices, bills, and payments are to be given by giving written notice pursuant to this paragraph.
11. SURVIVAL
The terms, conditions, representations, and warranties contained in this Agreement survive the
termination or expiration of this Agreement.
12. MERGER
This writing is intended both as a final expression of the Agreement between the parties with respect
to the included terms and as a complete and exclusive statement of the terms of the Agreement. No
modification of this Agreement will be effective unless and until it is made in writing and signed by
both parties.
13. TERMINATION WITHOUT CAUSE
At any time and without cause, City has the right in its sole discretion to terminate this Agreement by
giving notice to Contractor. If City terminates this Agreement pursuant to this paragraph, City will
pay Contractor for services rendered to the date of termination.
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14. TERMINATION WITH CAUSE
A. City may terminate this Agreement effective upon delivery of written notice to Contractor, or at
such later date as may be established by City, under any of the following conditions:
1) If City funding from federal, state, local, or other sources is not obtained and continued at
levels sufficient to allow for the purchase of the indicated quantity of services. This Agreement
may be modified to accommodate a reduction in funds.
2) If federal or state regulations or guidelines are modified, changed, or interpreted in such a way
that the services are no longer allowable or appropriate for purchase under this Agreement.
3) If any license or certificate required by law or regulation to be held by Contractor, its
subcontractors, agents, and employees to provide the services required by this Agreement is
for any reason denied, revoked, or not renewed.
4) If Contractor becomes insolvent, if voluntary or involuntary petition in bankruptcy is filed by
or against Contractor, if a receiver or trustee is appointed for Contractor, or if there is an
assignment for the benefit of creditors of Contractor.
Any such termination of this agreement under paragraph (A) will be without prejudice to any
obligations or liabilities of either party already accrued prior to such termination.
B. City, by written notice of default (including breach of contract) to Contractor, may terminate the
whole or any part of this Agreement:
1) If Contractor fails to provide services called for by this Agreement within the time specified,
or
2) If Contractor fails to perform any of the other provisions of this Agreement, or fails to pursue
the work as to endanger performance of this Agreement in accordance with its terms, and
after receipt of written notice from City, fails to correct such failures within ten (10) days or
such other period as City may authorize.
The rights and remedies of City provided above related to defaults (including breach of contract)
by Contractor are not exclusive and are in addition to any other rights and remedies provided by
law or under this Agreement.
If City terminates this Agreement under paragraph (B), Contractor will be entitled to receive as
full payment for all services satisfactorily rendered and expenses incurred, provided, that the City
may deduct the amount of damages, if any, sustained by City due to breach of contract by
Contractor. Damages for breach of contract include those allowed by Oregon law, reasonable
and necessary attorney fees, and other costs of litigation at trial and upon appeal.
15. ACCESS TO RECORDS
City will have access to such books, documents, papers and records of Contractor as are directly
pertinent to this Agreement for the purpose of making audit, examination, excerpts and transcripts.
16. HAZARDOUS MATERIALS
Contractor will comply with all federal Occupational Safety and Health Administration (OSHA)
requirements and all Oregon safety and health requirements. In accordance with OSHA and Oregon
OSHA Hazard Communication Rules, if any goods or services provided under this Agreement may
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release, or otherwise result in an exposure to, a hazardous chemical under normal conditions of use
(for example, employees of a construction contractor working on-site), it is the responsibility of
Contractor to provide the City with the following information: all applicable Safety Data Sheets, the
identity of the chemical/s, how Contractor will inform employees about any precautions necessary,
an explanation of any labeling system, and the safe work practices to prevent exposure. In addition,
Contractor must label, tag, or mark such goods.
17. FORCE MAJEURE
Neither City nor Contractor will be considered in default because of any delays in completion and
responsibilities hereunder due to causes beyond the control and without fault or negligence on the
part of the parties so disenabled, including but not restricted to, an act of God or of a public enemy,
civil unrest, volcano, earthquake, fire, flood, epidemic, quarantine restriction, area-wide strike, freight
embargo, unusually severe weather or delay of subcontractor or supplies due to such cause; provided
that the parties so disenabled will within ten (10) days from the beginning of such delay, notify the
other party in writing of the cause of delay and its probable extent. Such notification will not be the
basis for a claim for additional compensation. Each party will, however, make all reasonable efforts
to remove or eliminate such a cause of delay or default and will, upon cessation of the cause, diligently
pursue performance of its obligation under the Agreement.
18. NON-WAIVER
The failure of City to insist upon or enforce strict performance by Contractor of any of the terms of
this Agreement or to exercise any rights hereunder should not be construed as a waiver or
relinquishment to any extent of its rights to assert or rely upon such terms or rights on any future
occasion.
19. HOURS OF LABOR, PAY EQUITY
In accordance with ORS 279B.235, the following are hereby incorporated in full by this reference:
A. Contractor may not employ an individual for more than 10 hours in any one day, or 40 hours in
any one week, except as provided by law. For contracts for personal services, as defined in ORS
279A.055, Contractor must pay employees at least time and a half pay for all overtime the
employees work in excess of 40 hours in any one week, except for employees who are excluded
under ORS 653.010 to 653.261 or under 29 U.S.C. 201 to 209 from receiving overtime.
B. Contractor must give notice in writing to employees who work on a public contract, either at the
time of hire or before commencement of work on the contract, or by positing a notice in a location
frequented by employees, of the number of hours per day and days per week that the employees
may be required to work.
C. Contractor may not prohibit any of Contractor’s employees from discussing the employee’s rate
of wage, salary, benefits or other compensation with another employee or another person and may
not retaliate against an employee who discusses the employee’s rate of wage, salary, benefits or
other compensation with another employee or another person.
D. Contractor must comply with the pay equity provisions in ORS 652.220. Compliance is a material
element of this Agreement and failure to comply will be deemed a breach that entitles City to
terminate this Agreement for cause.
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20. NON-DISCRIMINATION
Contractor will comply with all federal, state, and local laws, codes, regulations, and ordinances
applicable to the provision of services under this Agreement, including, without limitation:
A. Title VI of the Civil Rights Act of 1964;
B. Section V of the Rehabilitation Act of 1973;
C. The Americans with Disabilities Act of 1990, as amended by the ADA Amendments Act
(ADAAA) of 2008 (Pub L No 101- 336); and
D. ORS 659A.142, including all amendments of and regulations and administrative rules, and all other
applicable requirements of federal and state civil rights and rehabilitation statutes, rules and
regulations.
21. ERRORS
Contractor will perform such additional work as may be necessary to correct errors in the work
required under this Agreement without undue delays and without additional cost.
22. EXTRA (CHANGES) WORK
Only the City’s Project Manager for this Agreement may change or authorize additional work. Failure
of Contractor to secure authorization for extra work constitutes a waiver of all right to adjust the
contract price or contract time due to such unauthorized extra work and Contractor will not be entitled
to compensation for the performance of unauthorized work.
23. STANDARD OF CARE
Contractor will perform all work under this Agreement with the care and skill used by members of
Contractor’s professional practicing under similar circumstances at the same time and in the same
locale (the “Standard of Care”). Should Contractor not the Standard of Care, it shall correct its work
at its cost.
Any intellectual property rights delivered to the City under this Agreement and Contractor’s services
rendered in the performance of Contractor’s obligations under this Agreement, will be provided to
the City free and clear of any and all restrictions on or conditions of use, transfer, modification, or
assignment, and be free and clear of any and all liens, claims, mortgages, security interests, liabilities,
charges, and encumbrances of any kind.
24. ATTORNEY'S FEES
In the event an action, suit of proceeding, including appeal, is brought for failure to observe any of
the terms of this Agreement, each party is responsible for that party’s own attorney fees, expenses,
costs and disbursements for the action, suit, proceeding, or appeal.
25. CHOICE OF LAW, VENUE
The provisions of this Agreement are governed by Oregon law. Venue will be the State of Oregon
Circuit Court in Washington County or the U.S. District Court for Oregon, Portland.
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26. COMPLIANCE WITH STATE AND FEDERAL LAWS/RULES
Contractor will comply with all applicable federal, state and local laws, rules and regulations applicable
to the work in this Agreement.
27. CONFLICT BETWEEN TERMS
In the event of a conflict between the terms of this Agreement and Contractor’s proposal, this
Agreement will control. In the event of conflict between a provision in the main body of the Agreement
and a provision in the Exhibits, the provision in the main body of the Agreement will control. In the
event of an inconsistency between Exhibit A and Exhibit B, Exhibit A will control.
28. AUDIT
Contractor will maintain records to assure conformance with the terms and conditions of this
Agreement and to assure adequate performance and accurate expenditures within the contract period.
Contractor agrees to permit City, the State of Oregon, the federal government, or their duly authorized
representatives to audit all records pertaining to this Agreement to assure the accurate expenditure of
funds.
29. SEVERABILITY
In the event any provision or portion of this Agreement is held to be unenforceable or invalid by any
court of competent jurisdiction, the validity of the remaining terms and provisions will not be impaired
unless the illegal or unenforceable provision affects a significant right or responsibility, in which case
the adversely affected party may request renegotiation of the Agreement and, if negotiations fail, may
terminate the Agreement.
30. COMPLIANCE WITH TAX LAWS
Contractor represents and warrants that Contractor is, to the best of the undersigned’s knowledge,
not in violation of any Oregon tax laws including but not limited to ORS 305.620 and ORS Chapters
316, 317, and 318. Contractor’s failure to comply with the tax laws of this state or a political
subdivision of this state before the Contractor executed this Agreement or during the term of this
Agreement is a default for which the City may terminate this Agreement and seek damages and other
relief available under the terms of this Agreement or applicable law.
IN WITNESS WHEREOF, City and Contractor have caused this Agreement to be executed by their duly
authorized officials. Awarded by Tigard’s Local Contract Review Board at their 12/10/2024_ meeting.
CITY OF TIGARD KITTELSON & ASSOCIATES
By: __________________________________
By: __________________________________
Name: _______________________________
Name: _______________________________
Title: ________________________________
Title: ________________________________
Date: ________________________________
Date: ________________________________
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
1/3/2025
Anthony Yi
Senior Principal
1/3/2025
City Manager
Steve Rymer
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EXHIBIT A
City of Tigard
PUBLIC WORKS ENGINEERING DIVISION
CIP-95074 – MCDONALD STREET
STATEMENT OF WORK
GENERAL NOTES
Written authorization from City’s project manager is required prior to beginning work on:
o any task labeled as Contingency; and
o any Right of Way subtask listed as requiring its own specific notice to proceed.
The contracted services will be a phased development, consisting of:
o Phase I, the Study phase – traffic analysis, alternatives analysis, conceptual design through
preliminary design, determination of project delivery method; and
o Phase II, the Design and Construction phases – preliminary design through final plans,
specifications, and estimate (PS&E), including right-of-way acquisition (ROW), bidding
assistance, construction engineering and inspection.
The initial contract will be specific to those services related to Phase I. After completion of Phase I,
City may, at its discretion amend the contract to add Phase II tasks, where City and Contractor will
negotiate the detailed tasks, deliverables, schedule, and costs of Phase II services that are ultimately
contracted.
Assume City will be afforded the opportunity to review deliverables and permit applications and its’
comments considered/addressed prior to deliverables being finalized or applications being
submitted, i.e., most deliverables and permit applications will require a draft and final version even if
not specifically described by the respective task language.
Alternative project delivery methods will be compared with the traditional project delivery method
and a recommendation of project delivery method will be provided to the City for this project. For
the purposes of this RFP, it is assumed that a design-build delivery will be selected and approved by
City Council.
PHASE I SERVICES
Task 1 Project Management and Administration
Schedule, prepare for, conduct, and document project meetings. Meetings may be held virtually
via Microsoft Teams. Anticipated meetings include:
o Project kickoff meeting
o Project team meetings
o Design review meetings at design deliverable milestones
o Miscellaneous coordination meetings
o Bi-weekly 30-minute Microsoft Teams meeting with City project manager following a
standard agenda.
Participate in CWS pre-application meeting to discuss stormwater requirements.
Prepare monthly schedule updates.
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Prepare and submit monthly invoices.
Monitor budget.
Prepare a project design schedule using the critical path method in Microsoft Project.
Prepare a quality assurance / quality control (QA/QC) plan for City review and approval.
Task 2 Traffic Analysis
The study area includes the following roadway segments and intersections, as outlined below:
Roadway Segments
SW McDonald Street (Pacific Highway to SW Hall Boulevard)
Intersections
SW McDonald Street/Pacific Highway
SW McDonald Street/SW 103rd Avenue
SW McDonald Street/SW 100th Avenue
SW McDonald Street/SW Omara Street/SW 98th Avenue
SW McDonald Street/SW 97th Avenue
SW McDonald Street/SW 93rd Avenue
SW McDonald Street/SW Hall Boulevard
Contractor will conduct a traffic operations assessment at all of the study intersections. Traffic analysis must
follow the Highway Capacity Manual (HCM) 6 procedures and comply with ODOT’s Analysis Procedures
Manual (APM).
Collect weekday 16-hour turning movement counts
Seasonally adjust traffic volumes to reflect the 30th highest hour
Field inventory including lane configurations, traffic controls, speeds, operational issues (queuing,
unique driving behaviors, etc).
Analyze the Manual on Uniform Traffic Control Devices (MUTCD) signal warrants under existing
conditions for unsignalized intersections
Conduct an operational assessment of existing and future conditions (for all alternatives)
Develop future volumes with a subarea model refined from the travel demand model and post
processed
Develop a traffic analysis model for the study area to determine the future needs, including
operational standards and queuing. The traffic analysis will include various options for future
conditions to address future traffic needs, such as traffic signals, roundabouts, roadway realignment,
addition of turn lanes, restricted access, etc. These options will be analyzed using a combination of
screening tables (such as in NCHRP Report 672), MUTCD Signal Warrants, a crash history review,
and comparison of crash modification factors.
Safety Performance Analysis to support the selection of intersection control and layout for the study
intersection. Safety analysis will be based on the current Highway Safety Manual (HSM)
Methodology. Contractor will evaluate historic crash data to identify trends or patterns in type or
severity of the crashes, identify the trends related to the primary contributing factors and inform the
design considerations. Analysis will include:
o Predicted crash frequency and severity of each intersection alternative.
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o Safety analysis of each intersection alternative compared to each other (including a ‘no-build’
alternative).
o Summarize safety performance analysis to be incorporated into the Intersection Control
Evaluation Report.
Contractor will analyze the lifecycle cost/benefit ratio as part of the intersection control evaluation.
The lifecycle cost/benefit ratio will be analyzed based on the NCHRP Project 03-110 (Estimating
the Life-cycle Cost for Intersection Designs) for each alternative including comparison of predicted
safety using the Highway Safety Manual crash prediction models.
Task 3 Alternatives Analysis
Contractor will develop up to three cross-section alternatives for each study roadway segment and up to two
alternatives for each intersection in coordination with Task 2. The alternatives will promote the complete
street design concept and look at options to create safe, continuous bicycle and pedestrian routes. The
options will include, but are not limited to: the addition of sidewalks, bike lanes, protected/separated bike
lanes, multi-use paths, a roundabout corridor, and crossing improvements.
Contractor shall develop an Evaluation Matrix to compare the alternatives, based on the evaluation criteria
and goals. Evaluation criteria must be determined in consultation with City, but will likely include, but not
be limited to: route connectivity, safety, traffic operations, right-of-way impacts, construction cost,
environmental and drainage impacts, and impacts to natural resources.
Contractor shall develop conceptual layouts for each alternative to quantify the impacts and costs as well as
the design issues and constraints of the various alternatives.
Contractor will prepare a technical memorandum documenting the conceptual layout and alternatives
analysis process.
Task 4 Public Involvement Program
The purpose of the public involvement program is to make informed decisions that consider and reflect the
needs and opportunities that may be present among the communities that the project is designed to serve.
4.1 PI Plan (PIP)
Prepare a PIP. Discuss, modify, and confirm with City the following:
o Schedule for meetings and other deliverables associated with PI.
o Target audience and stakeholders.
o Desired outcome of PI.
o Project messaging / talking points.
o List of communications and outreach tools to engage and reach the desired audience.
4.2 PI Meetings
Participate in the planning of and attend up to four (4) meetings, as listed below, to provide Project
information and address specific questions and concerns related to the Project. PI meetings may be
conducted in-person, virtually, or in a hybrid setting:
o Project open house for Alternatives Analysis and 30% Design milestone (2).
o Advisory Committee meetings (2).
Document input received from the meetings by preparing a written public involvement summary.
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4.3 PI Materials
PI Toolkits. Contractor will provide a toolkit of content, informational graphics, and photos for City
to post on various platforms. City will use this content to create mailers, flyers, and fact sheets, as
well as develop social media and website posts throughout the Project’s duration. City will format,
print, and mail the various informational pieces. City will maintain the stakeholder
distribution/mailing list. Contractor will provide the toolkits at the following milestones:
o Project kickoff
o Alternatives analysis
o Conceptual 10% design
o Preliminary 30% design
Project website. City will use Engage Tigard! as the primary method to provide project updates,
identify ways to get involved, and communicate current project status. The project website will also
host informational videos and project graphics. City will create and manage this website; Contractor
will provide content for the website via the PI Toolkits as well as when any significant change in the
design or project schedule occurs between the planned PI Toolkit deliverables.
Social media engagement. City will use its existing social media platforms and will lead overall social
media management and placement of the posts. Contractor will provide content for social media
posts via the PI Toolkits prior to significant PI activities and/or to raise awareness about the
Project. Contractor to provide technical content related to the engineering and permitting activities
associated with the Project that can be provided between project milestones.
Informational graphics. Contractor will develop graphics throughout the Project to supplement PI
activities and outreach. These graphics will include:
o 30% Design milestone:
Project visualization graphic
Project plan and profile graphic
Project schedule graphic
General project information
Online survey/Q&A for Alternatives Analysis. Contractor will develop an interactive activity to gather
input on the alternatives analysis for the project. This will include a survey or similar question and
answer (Q&A) format using the City’s Bang the Table online portal that will provide the community
an opportunity to provide input and ask questions. It will be available to the general public and will
include primarily value-based questions. Contractor will draft the questions, provide graphics, and
prepare a summary of the results.
Project visualization (3-D) Contractor will prepare a 3-D project visualization video using Sketchup of
the conceptual 30% design.
Task 5 Survey
5.1 Topographic Survey, Basemap, and Digital Terrain Model
Establish horizontal and vertical survey control for the project.
Prepare and distribute notification letters by mail to adjacent property owners within the work area.
The notification letters are to include details of the project improvements. City to review notification
letters before mailing.
Call for utility locates.
Topographic design survey will include, but not be limited to, visible and topographic features, such
as existing trees, shrub clusterings, utilities (including recording of all utility locate markings such as
ownership, quantity, and size), fences, lights, storm drainage and sanitary sewer structures (including
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measure-downs to establish accurate invert elevations of all pipes), culverts, landscaping, driveways,
edge of pavement, buildings, sidewalks, signs, and striping, etc., within the project area. Limits of
topo survey are to be at minimum 300’ beyond project limits, or as needed for permitting needs,
whichever is greater.
Survey creek cross sections upstream and downstream of culvert for hydraulic modeling purposes.
Tie wetlands and waters flags and geotechnical boring locations.
Prepare a topographic base map.
Use topographic data points to create a 3-D digital terrain model surface.
Task 6 Technical Studies and Reports
6.1 Cultural Resources Reporting
Provide a background review and visual pedestrian survey to investigate potential impacts to archaeological
and historic resources, to be documented in a combined Cultural Resources Report that will include
documentation of background research, methods and results of field investigations, preliminary evaluation
of cultural resources, and recommendations for additional work, if applicable. The cultural resources study
will be done under Section 106 of the National Historic Preservation Act due to US Army Corps of
Engineers permitting required of the Project. No federal funds will be used on the Project.
Query state databases and existing parcel data to determine if archaeological sites and surveys have
been done in the Project area previously. Review maps, aerial photographs, historical topographic
maps, land maps, published and non-published records, archives, and soil maps. This information
will assess the potential for prehistoric and historic archaeological resources in the Project area.
Conduct a pedestrian field survey of the Project area for archaeological resources. The area
surveyed is to include areas where ground disturbances will occur by Project construction, including
temporary features such as access roads, staging areas, detours, etc. Survey transect spacing to be
per professional judgement to ensure that all probable resource locations are discovered. All
archaeological resources observable on the surface will be identified and recorded. The pedestrian
archaeological survey methods and reporting will be consisted with State Historic Preservation
Office (SHPO) guidelines.
Perform archaeological shovel testing. Prepare site forms and isolate forms for archaeological
resources.
Search the SHPO Historic Sites Database and the Washington County historic property inventories
for previously recorded historic resources in the Project area. Washington County Tax Assessment
will be searched for build dates of structures in the Project area.
Conduct a field survey of the Project area to document historic resources greater than 50 years of
age that may be eligible for listing in the National Register of Historic Places (NHRP). All historic
resources will be photographed and architecturally documented in the field. The Cultural Resources
Report will include photographs and descriptions of historic resources, survey methods, historical
background, and recommendations for eligibility and effect for historic resources.
Any additional work that is pursued as a result of being recommended in the Cultural Resources
Report will be handled via a contract amendment with City.
6.2 Geotechnical Investigation and Pavement Design
6.2.1 Phase I Preliminary Geotechnical Investigation
Conduct preliminary geotechnical and pavement field investigations to explore subsurface conditions that
will inform type size and location of various geotechnical related design features of the Project, to be
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summarized in a preliminary geotechnical memorandum that presents the results of the investigation,
analyses, and recommendations.
Review available documentation and as-builts to evaluate geologic conditions and hazards
along the proposed Project alignment, such as geologic units, historic land use, fill materials,
and groundwater levels.
Conduct a geologic and geotechnical reconnaissance of the site to identify geologic conditions
at the Project site, any geologic hazards present, and their impacts to the proposed Project
elements. Observe surface conditions that may be indicative of subsurface conditions of
concern, as well as past or ongoing geologic processes (e.g., areas of seeps or springs, erosion,
unstable slopes, shallow groundwater, roadway settlement, offsets and depressions, existing
earthwork performance, exposed soil and bedrock units). Identify site constraints, staging
concerns (for exploration and construction), and environmental considerations. Identify
potential exploration and/or monitoring locations. Locate geotechnical borings and stake or
paint on the ground proposed boring locations.
Coordinate and manage field investigation including locating utilities and preparing
access as necessary.
Prepare a work plan and traffic control plans and coordinate with City’s project manager to
obtain City of Tigard Public Facilities Improvement (PFI) Permit, which serves as the right-
of-way access permit for the drilling activity and associated traffic control. Any PFI Permit
fees will be responsibility of City.
Complete up to two (2) geotechnical borings. One to a maximum depth of 75 feet and
the other to a maximum depth of 50 feet.. Maintain a detailed log of each exploration,
visually classify the soil encountered, obtain soil samples as appropriate for the soil
conditions encountered, and observe groundwater conditions in each exploration.
Thicknesses and conditions of existing pavement materials will be captured and noted in
the boring logs. A vibrating wire piezometer and data logger will be installed in one of the
borings to measure the ground water table elevation.
Conduct laboratory tests using soil and rock-core samples obtained from the exploration.
Perform preliminary analyses of the field and laboratory test data to identify geologic and
seismic hazards and support type size and location efforts for project improvements.
Prepare a Preliminary Geotechnical Memorandum to document field explorations, laboratory
testing, and preliminary geotechnical recommendations.
Assumptions:
Phase I borings are near the existing culvert east of SW 92nd Terrace and
anticipated retaining wall(s) between SW 93rd Ave and SW 95th Ave to evaluate
seismic hazards and select wall type.
Explorations will be completed during daylight hours of 8am to 5pm.
6.3 Hazardous Materials Assessment
6.3.1 Phase I Hazardous Materials Assessment
Conduct a Hazardous Materials Corridor Study (HMCS) to identify potential sources of
contamination that could impact property acquisition or construction. Conduct a site
reconnaissance, review environmental and water resources databases and/or DEQ files,
and conduct historical research to identify past uses of the Project corridor and adjacent
properties. Assess if sampling is necessary to determine if soil excavated from the Project
corridor will meet DEQ clean fill screen levels for contaminants-of-concern including
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pesticides, herbicides, metals, polynuclear aromatic hydrocarbons, petroleum
hydrocarbons, and solid waste. Report to include photo documentation of observations,
conclusions regarding identifying specific sources of contamination that could impact
Project construction, and recommendations for further investigation, if needed.
Task 7 Hydraulic and Stormwater Studies
7.1 Hydraulic Analysis and Report
Hydraulic Site Investigation:
Obtain the Flood Insurance Study (FIS) report and if available the Flood Insurance Rate Map using
the Federal Emergency Management Agency (FEMA) web site. Obtain effective hydrologic and
hydraulic models from FEMA or from the local Floodplain Manager.
Review local floodplain ordinances to determine if there are any applicable to this water body.
Determine if applicable stream gauge records exist, and obtain them, if possible.
Locate and obtain existing topographic maps of the tributary drainage basin.
Locate and obtain current and historic aerial photographs of the stream channel to support
conclusions about the lateral channel stability.
Coordinate with Geotechnical Engineer and review geotechnical report with regard to lateral stream
stability and scour potential.
Evaluate the site and determine survey data requirements for hydraulic analysis.
Observe the stream channel for the extents necessary to support hydraulic modeling and observe
channel stability. The conditions will be documented with photographs and a narrative discussion in
the hydraulics report. Record observations with respect to: lateral channel stability; stream channel
and floodplain hydraulic roughness; apparent or observed high water marks; aggradation or
degradation of bed material; bed material size by visual inspection as required for values for variables
in scour prediction; evidence of debris; and existing evidence of scour and/or erosion.
Hydrologic Analysis:
Develop site hydrology. Use appropriate information to develop the 2-year through 500-year flows
for the hydraulic model and scour elevation. It is anticipated that peak flow rates will be obtained
from the FEMA Flood Insurance Study for Pinebrook Creek.
Determine the temporary water management discharge estimates for the portion of the year when
construction will take place to be used in temporary water management design recommendations
and included in the technical specifications for the Project.
Determine the fish passage high flow and fish passage low flow.
In the absence of sufficient hydrologic models, analyze available stream gauge records to calculate
flood frequency and flow duration values to support hydraulic analysis and design.
In the absence of stream specific data, delineate the tributary drainage basin utilizing available
topographic maps and utilize the regional regression equations described in the U.S. Geological
Survey (USGS) magnitude and frequency of floods in Western Oregon to predict design flows.
Hydraulic Analysis:
Develop hydraulic models using the Hydrologic Engineering Centers - River Analysis System (HEC-
RAS) software and survey data for existing and proposed conditions to determine water surface
profiles, velocities, depths, and flow area for the various design flows.
Model: the existing culvert; the natural conditions; and the proposed culvert replacement (up to
three (3) alternatives).
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Determine the roadway overtopping flood and frequency where the water overtops the roadway
before the 500-year flood peak.
Provide waterway opening design recommendations.
Prepare Hydraulic data table.
Perform scour analysis:
o Evaluate up to 1 culvert scour alternative.
o Review past culvert inspection reports that might include evidence of past scour problems.
o Conduct a scour analysis using results from the hydraulic analysis including evaluation of
pier scour and contraction scour.
o Coordinate with the geotechnical engineers on the design of the foundation.
o Provide scour countermeasure design recommendations and conduct supporting design
calculations. Size riprap including horizontal and vertical extents.
o Coordinate with engineer on countermeasure design details.
Hydraulics Report:
Prepare a hydraulics report describing the analyses and results of the above-described tasks. Final
report to reflect review comments and to include changes to hydraulic related design
recommendations that need to be modified due to advancement of the overall Project design.
7.2 Floodplain Impact Analysis
Portions of the Project will be located within a mapped Special Flood Hazard Area (100-year
floodplain), subjecting the Project to needing to meet City of Tigard floodplain development
requirements.
Evaluate and prepare documentation concerning the anticipated Project impacts on the 100-year
water surface elevation (floodway AND floodplain).
If applicable, prepare a “no-rise” certification for inclusion in the Project’s land use application.
Should the proposed structure not meet No-Rise requirements, preparation of a Letter of Map
Revision (LOMR) submittal will be completed under an amendment to the contract.
7.3 Stormwater Analysis and Report
Storm Sewer Conveyance:
Provide design of stormwater conveyance facilities that collect and carry roadway runoff per Clean
Water Services standards.
Determine the locations of flow entering and leaving the Project right-of-way.
Review existing conditions downstream of locations where flow is leaving the Project right-of-way
for deficiencies and document observations.
Delineate on-site drainage basins, calculate peak flow rates for design, model the proposed pipe
network, and calculate hydraulic grade line to check that proper freeboard design requirements are
being met.
Check inlet capacity and inlet spacing, calculate gutter flow to check spread, and provide design
recommendations for inlet locations.
Provide design recommendations for pipe network, associated pipe sizes, pipe material
recommendations, and manhole access design recommendations (i.e., spacing, location within a
travel lane, etc.).
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Provide manhole diameter design recommendations based upon analysis of pipe connections at each
manhole.
Compare pipe network against known utilities in the Project area and provide design
recommendations to minimize utility conflicts or to adjust existing utilities.
Provide stormwater outfall design and energy dissipater design recommendations in compliance with
applicable Project permits.
Stormwater Quality and Quantity Design:
Provide design of stormwater management facilities that provide water quality treatment and flow
control / quantity management of roadway runoff per Clean Water Services standards or SLOPES
V permitting requirements, whichever is most strict. Coordinate with City and CWS early in the
design to determine preferred methods of treatment.
Prepare hydromodification assessment, as required by Clean Water Services.
Define Contributing Impervious Area (CIA).
Delineate on-site drainage subbasins.
Identify treatment Best Management Practice (BMP) types applicable for the site. Determine
applicability of paying Fee-in-Lieu of constructing water quality, quantity, and hydromodification
controls.
Identify a potential location to site a facility within or outside the existing right-of-way, including off-
site locations.
Estimate facility size, type, and space needs.
Evaluate constraints to siting a stormwater facility (i.e., drainage area, adjacent grades, roadway
safety, presence of existing utilities, protected resource areas, etc.).
Prepare a stormwater management strategy that combines Fee-in-Lieu and/or a potential
stormwater facility into a comprehensive solution for meeting the needs of the Project (not separate
from the strategies for Stormwater quality).
Provide written design recommendations in the Stormwater Management Report for: pipe network
and associated pipe sizes; manhole diameter; pipe material recommendations; channel lining;
stormwater outfall; and energy dissipation.
Provide documentation in the Stormwater Management Report for recommended stormwater
management strategy.
Temporary Water Management Design:
Prepare temporary water management design recommendations, special provisions, and plan for
inclusion in the construction documents.
Identify the construction activities requiring temporary water management.
Determine the timeframe for which each temporary water management effort will need to be in
place (often the in-water work period).
Summarize the requirements for temporary water management due to the chosen environmental
permitting method.
Prepare a plan and special provisions for flow and sediment control of surface water and
groundwater seepage during construction activities based on site conditions. Incorporate into
Stormwater Management Report and into PS&E documents where appropriate.
Stormwater Management Report:
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Prepare a draft version of the Stormwater Management Report per Clean Water Services Design and
Construction Standards guidelines containing preliminary stormwater facility design
recommendations. Prepare a final Stormwater Management Report to reflect agency review
comments on stormwater facility design recommendations, changes to stormwater facility design
due to advancement of the overall Project design, and supporting documentation of the final
stormwater facility design.
Task 8 Environmental Documentation and Permits
8.1 Wetlands and Waters
Review background information relating to wetlands and waterways.
Identify the location and extent of jurisdictional wetlands and waters within the Project area,
marking their boundaries with flagging. Flags will be numbered and tied by survey. Survey work is
accounted for in the Survey task (Topographic Survey, Basemap, and Digital Terrain Model).
Prepare a wetland delineation report suitable for submittal to Oregon Department of State Lands
(DSL) and U.S. Army Corps of Engineers (USACE).
8.2 City of Tigard Urban Forestry Plan and Arborist Support – Phase I
Conduct one (1) site visit to assess the condition of existing trees and determine potential impacts
based on the 30% Preliminary Design.
Visually assess individual trees identified on the survey and collect inventory data including species,
size, and general conditions.
Prepare a Tree Risk Assessment spreadsheet meeting the requirements of the City of Tigard Urban
Forestry Manual, Appendix 1 for the surveyed trees within the project footprint.
Meet with the project design team to review the Conceptual Design in terms of potential tree
impacts, with the focus on identifying trees that may be impacted by the project, the health of these
trees, best construction practices and design alternatives to protect the trees, and recommendations
for tree removal where appropriate.
Task 9 Right-of-Way
Determination of right-of-way and easements needed for the project.
9.1 Rights of Entry
Prepare, negotiate, and obtain property owner signatures for temporary right of entry documents for
the purposes of environmental and design studies. Contractor and City to coordinate on form of
agreement to be used.
9.2 Right-of-Way Determination – Phase I
Review the ROW and easement needs of the project. Establish the proposed ROW and easements
boundaries for review by City.
Task 10 Utility Coordination
10.1 Utility Design Coordination
Obtain as-built maps from the utility companies.
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Field location and verification of their facilities and establishing control to prepare for potholing
of utilities.
Review of the utilities to determine possible impacts with the proposed improvements. A base
map will be provided to all of the utility companies in the project area. A summary of the possible
utility conflicts for the project corridor to be prepared and distributed to all utilities for review and
their use.
Task 11 Design Engineering
11.1 Conceptual Design (10%)
Prepare conceptual design consisting of the full roadway improvements per the preferred alternative selected
in Task 3.
Provide plan view drawings of the proposed pavement widenings, bike lane, sidewalk, storm
drainage, and driveway connections.
Prepare a 10% Construction Cost Estimate.
Provide 10% design report.
11.2 Preliminary Design (30%)
Prepare construction plans generally at 1”=40’ for full size 11”x17” plans. The design will consist of the full
roadway improvements. The construction plans are for the selected alternative only.
Provide plan view drawings of the proposed pavement widenings, bike lane, sidewalk, storm
drainage, and driveway connections.
Provide conceptual roadway and sidewalk grading.
Provide a Cover Sheet.
Provide Existing Conditions Plans.
Provide Roadway Plans.
Prepare a 30% Construction Cost Estimate.
Prepare 30% design report.
Task 12 Alternative Project Delivery Evaluation
12.1 Meetings and Workshops
Organize and attend one (1) workshop to introduce alternative project delivery methods and the
processes related to each delivery method, including an Alternative Delivery Case Study.
Organize and attend one (1) workshop to summarize the evaluation results of alternative project
delivery methods, interpret recommendation of delivery method for this project, discuss and
decide the selected delivery method. This workshop will be scheduled prior to completion of the
final Technical Memorandum recommending a project delivery method.
Attend the Public Hearing for alternative delivery method selection. The Public Hearing shall be
held prior to the City Council meeting, and the notification of public hearing shall be published a
minimum of 14 days in advance of the hearing.
Attend the City Council meeting for approval of the selected alternative project delivery method.
12.2 Evaluation of Alternative Project Delivery Methods
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Compare three (3) alternative project delivery methods: General Contractor/Project Management
(CMGC), Design-Build (DB), and Progressive Design-Build (PDB).
Evaluate the impact of each delivery method on project schedule, quality, and cash flow.
Summarize decision and discussion results from the workshops and provide recommendations
for a preferred alternative delivery method in a draft Technical Memorandum.
Finalize the Technical Memorandum based on the City’s comments.
12.3 Assistance for Approval of the Selected Alternative Project Delivery Method
Assist the City with compliance of ORS 279C.335 for exemption from competitive building.
Present a draft Findings Memorandum to address the fourteen (14) items under ORS 279C.335
for the selected alternative project delivery method. This memorandum will provide criteria for
measuring and/or monitoring achievement for each item for use in preparing the post-
construction report required under ORS 279C.335.
Prepare a final Findings Memorandum that incorporates the City’s comments.
Assist the City in holding a public hearing to allow comments to the findings as required under
ORS 279C.335. This includes posting findings for public review, preparing a presentation about
the findings for the public hearing, and addressing comments received at the public hearing.
Preliminary Project Milestone Schedule:
Contractor Solicitation (QBS-RFP): September 2024 through October 2024
Council Award December 2024
Signed Contract: January 2024
Phase I Milestones
Traffic Analysis: February 2025 through April 2025
Field Survey Work: February 2025 through April 2025
Alternatives Analysis: May 2025 through July 2025
10% Design (Concept): August 2025 through October 2025
30% Design (Preliminary): November 2025 through February 2026
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
Project Name: McDonald Street Engineering Services
Project Manager: Nicholas Polenske
KAI Project Number: RFP 2025-08/CIP-95074
Date:Dec 10, 2024
LABOR ESTIMATE - McDonald Street Engineering Services Kittelson Consor
Yi, Anthony Polenske,
Nicholas Harry, Keisuke Scarbrough,
Wade Rhyne, Steven Razmpa, Ali
Mannion,
Megan
Benjamin,
Alicia
CM X
Hedberg
CM VI
Maxwell
Principal II
Machan
Coordinator III
Nguyen CAS II Inspector IV Principal Eng I PE V
Eng Designer
IV Tech IV Admin III Cost Est III
Proj
Coordinator IV
Principal Eng
III PE VI Eng Designer
III
Eng Designer
IV PE IX PE IV
Eng Designer
III Eng Designer I Tech III Principal Eng V Tech IV Tech IV
SR. Project
Manager
SR. Project
Surveyor
Project
Surveyor
Task Staff ASY NDP KDH WES SJR AXR MLM AAC McMurtrey Husk/WebsterHannan/Roberts Harjala Persans Greisinger Porter Morgan Garth Stellers Bindal Bugingo Ebbighausen Waldroop Golichnik McFaddin Alderman Chernishoff Harjala
001 Project Management and Administration
Project Kickoff Meeting 2 4 2 2 2 2 2 2
Project Team Meetings 2 8 4 4 4 8 4 8
Design Review Meetings 2 4 2 2 4 10 10
Miscellaneous Coordination Meetings 2 6 3 3 2 6 2 6
Weekly City Project Management Meetings 20 20 3 3 3 3
Monthly Schedule Updates 12 6
Monthly Invoices 6 6 6
Monthly Budget Monitoring 12 6
Design Schedule 4 8 4
Quality Assurance/Quality Control (QA/QC) Plan 2 6
Reimbursable Expense
Task #001 - Subtotal 10 82 45 11 0 0 0 0 15 0 0 0 0 0 45 0 0 0 6 0 11 0 0 0 0 29 0 0 0 0 0 0 0 0 0 0
002 Traffic Analysis
Data Collection 2 2 4
Existing and Future Volume Development 2 2 4 10
Field Inventory Documentation 2 2 4 6
Stage 1 Screening Analysis 2 12 20 40
Safety Performance Analysis 2 20 40 80
Draft Traffic Analysis Memorandum 2 8 16 32
Final Traffic Analysis Memorandum 2 2 4 12
Reimbursable Expense
Task #002 - Subtotal 0 14 0 48 0 92 180 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
003 Alternatives Analysis
Concept Development (Sketch-level Concept Alternatives)12 32 24 56 12 4 8 16 4 4
Evaluation Matrix 2 8 16 32 1 3 1 1 3 3
CAD Concept Alternatives 2 12 40 8 64 40 16 16 60 16
Concept Design Technical Memorandum 2 8 16 32 4 1 4 4 1 4 4 4
Reimbursable Expense
Task #003 - Subtotal 6 40 104 32 0 0 184 40 0 4 0 0 0 0 1 17 7 16 0 4 0 1 4 0 0 13 21 7 7 16 0 60 16 0 0 0
004 Public Involvement Program
PI Plan (PIP)2 2 24
PI Meetings 20 20 10 10 8 8 66
PI Materials 6 36 24 240 10 60 146
Reimbursable Expense
Task #004 - Subtotal 6 58 46 10 240 10 70 0 0 8 0 0 0 0 8 0 0 0 0 0 236 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
005 Survey
Topographic Survey, Basemap, and Digital Terrain Model 2 4 5 20 84
Reimbursable Expense
Task #005 - Subtotal 0 2 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 20 84
006 Technical Studies and Reports
Cultural Resources Reporting 2 2
Geotechnical Investigation and Pavement Design - Phase I 2 2
Hazardous Materials Assessment - Phase I 2 2
Reimbursable Expense
Task #006 - Subtotal 0 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
007 Hydraulics and Stormwater Studies
Hydraulic Analysis and Report 2 4 1 64 32
Floodplain Impact Analysis 2 4 1 32 16
Stormwater Analysis and Report 2 8 1 90 45 9
Reimbursable Expense
Task #007 - Subtotal 0 6 16 0 0 0 0 0 0 0 0 0 0 0 3 186 93 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
008 Environmental Documentation and Permits
Wetlands and Waters 2 4
City of Tigard Urban Forestry Plan and Arborist Support - Phase I 2 4
Reimbursable Expense
Task #008 - Subtotal 0 4 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
009 Right-of-Way
Rights of Entry 2 4 20
Right-of-Way Determination - Phase I 50 100 200
Reimbursable Expense
Task #009 - Subtotal 0 52 104 0 0 0 200 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0010 Utility Coordination
Utility Design Coordination 10 20 20 20 40
Reimbursable Expense
Task #0010 - Subtotal 0 10 20 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 40 0 0 0 0 0 0 0 0 0
0011 Design Engineering
10% Plans 2 12 32 4 36 20 4 4 54 60 24 56 60 45 59
10% Construction Cost Estimate 1 2 6 2 8 2 2 4 8 1 2 4 16
10% Design Report 1 2 8 2 10 2 4 4 1 1 2 8 28 12 12
30% Plans 2 60 160 20 60 180 160 20 8 11 140 168 1 8 20 54 60 129 171
30% Construction Cost Estimate 1 8 24 8 8 32 2 2 8 8 1 2 4 4 10
30% Design Report 1 12 32 12 12 40 4 4 4 1 1 4 4 14 12 12
Reimbursable Expense
Task #0011 - Subtotal 8 96 262 48 0 80 306 180 0 20 0 0 0 0 22 27 206 236 2 16 0 5 18 4 64 0 178 120 0 198 0 254 0 0 0 0
0012 Alternative Project Delivery Evaluation
Meetings and Workshops 8 12 8 8 24
Evaluation of Alternative Project Delivery Methods 2 24 12 12 60
Assistance for Approval of the Selected Alternative Project Delivery Method 2 16 8 8 80
Reimbursable Expense
Task #0012 - Subtotal 12 52 28 28 0 0 0 0 0 0 164 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL HOURS 42 422 643 177 240 182 960 220 15 32 164 0 0 0 79 230 306 261 8 20 267 6 22 4 64 62 239 127 7 214 0 314 16 5 20 84
LABOR RATE $325.00 $215.00 $215.00 $285.00 $190.00 $185.00 $185.00 $175.00 $313.00 $248.00 $284.00 $177.00 $151.00 $177.00 $271.00 $214.00 $202.00 $194.00 $134.00 $305.00 $190.00 $300.00 $227.00 $202.00 $265.00 $195.00 $166.00 $174.00 $338.00 $194.00 $194.00 $176.00 $176.00 $245.00 $225.00 $185.00
LABOR COST $13,650 $90,730 $138,245 $50,445 $45,600 $33,670 $177,600 $38,500 $4,695 $7,936 $46,576 $0 $0 $0 $21,409 $49,220 $61,812 $50,634 $1,072 $6,100 $50,730 $1,800 $4,994 $808 $16,960 $12,090 $39,674 $22,098 $2,366 $41,516 $0 $55,264 $2,816 $1,225 $4,500 $15,540
Rates shown above are for budgeting purposes only. Additional staff may be billed at the time services are performed.TOTAL Cons. REIMBURSABLES
TOTAL Cons. FEES
$505,436
Project Budget Form
TOTAL KAI REIMBURSABLES
$1,480
TOTAL KAI FEES
$589,920
$1,161
Kittelson & Associates Inc. I:\FIN\Contracts\FY 2024-25\32500039 McDonald Street Engineering Services\Contracts and Amendments\McDonald Street - BOC - Phase I
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
AKS Commonstreet AINW Greenworks Shannon & Wilson
Surveyor Survey Cad
Technician
Two-person
Survey Crew
One-person
Aerial
Surveying
Aerial
Surveying
Sepecialist-
Office
Sr. Natural
Resources
Manager
Natural
Resources
Specialist
Natural
Resources
Technician
Sr. Certified
Arborist
Certified
Arborist
Sr. Land Use
Planner
Land Use
Planner GIS Specialist Technical
Editor
Project
Coordinator/
Clerical
Project
Manager
Senior Right of
Way Agent
Senior Right of
way Agent
Right of Way
Agent
Project Control
Specialist/ROW
Tech
Sr. PM/Senior
Arch.
Historian
Sr. PM/Sr
Archaeologist
APM/Senior
Historian
APM/Supervisin
g Archaeo.
Architectural
Historian
Lab Manager/
Crew Leader
Staff
Archaeologist Graphics-GIS
Research/
Proj
Assist/Proj.
Admin
Principal LA LA 4 LD 3 LD2 Admin VP Assoc. Sr. Prof. III Sr. Prof. II Prof. IV Office Srvcs III
BlaserWilliams-LarsonVan GenderenJohnson, Martinez Gordon,Seaver Loiselle Various Cowan Inman, Simpson
6 2 2 2 30 $7,128
2 20 2 66 $15,360
6 40 $9,532
6 12 48 $10,752
52 $11,507
18 $3,870
16 16 6 12 68 $12,790
18 $4,206
16 $3,664
8 $1,940
$288
0 0 0 0 0 24 0 0 0 0 22 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 22 0 0 12 0 0 0 0 0 0 364 $81,037
8 $1,740
18 $3,590
14 $2,850
74 $14,950
142 $28,330
58 $11,590
20 $3,960
$1,400
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 334 $68,410
10 60 80 322 $61,550
4 4 1 8 87 $17,802
274 $52,534
8 6 1 8 107 $22,386
$0
0 0 0 0 0 12 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 76 0 80 0 0 0 0 0 0 0 790 $154,272
28 $5,420
142 $29,992
2 40 40 604 $114,970
$1,000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 40 0 40 0 0 0 0 0 0 0 774 $151,382
40 334 192 20 10 711 $136,935
$15,629
40 334 192 20 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 711 $152,564
23 24 84 72 314 32 48 35 25 661 $91,349
10 52 8 60 6 140 $27,280
5 56 2 67 $13,010
$20,864
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 24 84 72 314 32 48 35 25 0 0 0 0 0 15 52 8 56 60 8 868 $152,502
103 $21,721
55 $11,641
155 $32,517
$20
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 313 $65,899
8 24 60 4 2 1 105 $16,190
8 54 68 $11,720
$214
0 0 0 0 0 8 24 60 8 54 0 0 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 173 $28,124
50 100 50 50 276 $41,990
350 $69,250
$0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50 100 0 50 50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 626 $111,240
110 $20,690
$0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110 $20,690
472 $91,108
58 $12,783
6 103 $20,605
10 40 40 40 1573 $302,641
2 8 8 144 $30,203
6 1 8 8 196 $39,942
$40
0 0 0 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 56 56 40 0 0 0 0 0 0 0 2546 $497,322
60 $15,996
110 $28,850
114 $30,810
$0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 284 $75,656
40 334 192 20 10 56 24 60 8 54 22 10 4 2 17 50 100 0 50 50 23 24 84 72 314 32 48 35 25 41 194 56 160 12 15 52 8 56 60 8
$165.00 $145.00 $275.00 $245.00 $165.00 $240.00 $170.00 $130.00 $190.00 $165.00 $220.00 $175.00 $165.00 $155.00 $130.00 $188.00 $155.00 $155.00 $125.00 $115.00 $204.00 $204.00 $145.00 $145.00 $126.00 $117.60 $100.80 $204.00 $119.00 $215.00 $185.00 $165.00 $150.00 $155.00 $310.00 $230.00 $205.00 $185.00 $150.00 $120.00
$6,600 $48,430 $52,800 $4,900 $1,650 $13,440 $4,080 $7,800 $1,520 $8,910 $4,840 $1,750 $660 $310 $2,210 $9,400 $15,500 $0 $6,250 $5,750 $4,692 $4,896 $12,180 $10,440 $39,564 $3,763 $4,838 $7,140 $2,975 $8,815 $35,890 $9,240 $24,000 $1,860 $4,650 $11,960 $1,640 $10,360 $9,000 $960 7,893 $1,519,644
$79,805 $59,223$197,116 $36,900
TOTAL AINW REIMBURSABLES
TOTAL AINW FEES
TOTAL CS REIMBURSABLES
TOTAL CS FEES
TOTAL AKS REIMBURSABLES
TOTAL AKS FEES
TOTAL S&W REIMBURSABLES
TOTAL S&W FEES
TOTAL GW REIMBURSABLES
TOTAL GW FEES
$20,653$0
$1,559,099
TOTAL PROJECT BUDGET
TOTAL HOURS TOTAL LABOR
TOTAL REIMBURSABLES
$39,456
Project Budget Form
WORK TASK/
TASK HOURS
WORK TASK/
TASK COST
$211
$90,700
$0$15,951
Kittelson & Associates Inc. I:\FIN\Contracts\FY 2024-25\32500039 McDonald Street Engineering Services\Contracts and Amendments\McDonald Street - BOC - Phase I
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
QBS RFP McDonald Street Engineering Services 32500039 Page 24
EXHIBIT B
CONTRACTOR’S PROPOSAL
See next page
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
1. TRANSMITTAL PAGE
October 7, 2024
Toni Riccardi
City of Tigard
ContractsPurchasing@tigard-or.gov
RE: RFP 2025-08 McDonald Street
Engineering Services
Dear Ms. Furman and Evaluation Committee:
The City of Tigard (Tigard) has made commendable strides towards its
vision of becoming “an equitable community that is walkable, healthy,
and accessible for everyone.” As the City transforms McDonald Street
into a complete street, the City will move even closer to this vision.
This transformation will make McDonald Street into a truly multimodal
street that safely integrates bicycle and pedestrian facilities while
calming traffic.
This project is a milestone that will enhance Tigard’s transportation
network, but will require solving several challenges, like minimizing
environmental and construction impacts, identifying feasible
and fundable improvements, and creating context-appropriate
streetscapes. Based on the research conducted by the Kittelson team
in preparation for this proposal, we are ready to work alongside the
City to transition McDonald Street into a safe, connected, accessible
multimodal corridor. The Kittelson team, consisting of Kittelson
(Prime), Consor, AKS Engineering & Forestry (AKS), Shannon &
Wilson (S&W), GreenWorks, Commonstreet, and Archaeological
Investigations Northwest, Inc. (AINW), can successfully deliver this
project because we can:
Streamline project execution by leveraging our expertise across
planning, design, and environmental consulting. Our experience
with McDonald Street, including conceptual design studies
and Safe Routes to School crossings, enables us to efficiently
implement the project from planning through to construction.
Develop context-sensitive designs using performance-based
design and context-classifications. Kittelson developed NCHRP
Research Report 1036: Roadway Cross Sections Reallocation;
A Guide and the decision-making framework in the report
to evaluate trade-offs based on transportation, social,
environmental, and economic outcomes.
Conduct community-focused engagement informed by our
history of working in Tigard, dating back over 30 years. We excel
at facilitating outreach and engagement activities that resonate
with the community, encourage active participation, and gains
useful feedback.
Design feasible and effective traffic calming measures, including
roundabouts, based on our knowledge of national best practices
in alternative intersection designs and safety improvements.
Kittelson’s leadership in national guidance, including NCHRP 1043:
Roundabout Guide and NCHRP Research Report 926: Pedestrian
and Bicycle Safety at Intersections, positions us as experts in
integrating innovative safety measures.
Draw upon our project management expertise, demonstrated
by our record of delivering projects on time, within budget,
and in alignment with community and stakeholder needs.
Project Manager, Nick Polenske, PE, and Principal Engineer,
Anthony Yi, PE, will lead this effort, seamlessly coordinating the
multidisciplinary teams and maintaining clear communication with
the City throughout all project phases.
Our experience in Tigard and across Oregon reinforces our ability
to meet and exceed the City’s expectations. We have successfully
collaborated on numerous transportation projects, fostering a
partnership built on trust, shared expertise, and a commitment to
delivering innovative, contextually appropriate solutions.
851 SW 6th Avenue, Suite 600
Portland, OR 97204
P. 503-228-5230
As local residents and professionals who have worked on
transformative projects in Tigard, we are eager to blend public
infrastructure improvements with the unique context of the
community. Our approach will prioritize neighborhood engagement,
allowing us to fully understand local issues and develop cost-effective,
implementable alternatives that improve safety, connectivity, and
accessibility for all.
Kittelson acknowledges the full project schedule is not defined and is
prepared to support this project through the anticipated construction
phase between 2029 and 2030.
With a personal and professional interest in seeing the conversion of
McDonald Street into a complete street, we are committed to servicing
this project through all phases, including Phase II. We understand the
timing of Phase II is uncertain and we will be ready and available to
work on Phase II when the City is ready.
As Principal Engineer and an authorized representative of Kittelson,
I, Anthony Yi, PE, am fully committed to the success of this project.
Alongside Nick, we will make sure the City is provided with the
resources, expertise, and innovative approaches necessary to
transform McDonald Street for the Tigard community.
Sincerely,
Kittelson & Associates, Inc.
Anthony Yi, PE
Principal Engineer
Proposer Contact:
Nick Polenske, PE, Project Manager
851 SW 6th Avenue, Suite 600
Portland, OR 97204
P. 503-535-7407 / E. npolenske@kittelson.com
SUBMITTED BY: Kittelson & Associates Inc.
Omara Street/McDonald StreetOR99W/McDonald Street
CITY OF TIGARDMCDONALD STREET
ENGINEERING SERVICES
Hall Boulevard/McDonald StreetDocusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
City of Tigard / McDonald Street Engineering Services RFP 2025-08 i Kittelson & Associates, Inc. / October 7, 2024TABLE OF CONTENTS1. Transmittal Page2. Firm Qualifi cations & Project Team ..................................................................12.1 Firm Overview ..............................................................................................................12.2 Resources & Ongoing Projects ...............................................................................12.3 Project Experience .....................................................................................................12.4 Work Quality & Cost Control ..................................................................................22.5 Management & Organizational Capabilities ......................................................32.6 Alternative Project Delivery Experience ............................................................32.7 Team Responsibilities & Subconsultant Capabilities .....................................33. Understanding & Approach ...............................................................................43.1 Project Management & Coordination ..................................................................53.2 Project Work Tasks ....................................................................................................53.3 Schedule ........................................................................................................................84. Project Management ..........................................................................................94.1 Principal Member Involvement ..............................................................................94.2 Key Personnel .............................................................................................................9AppendicesAppendix A Team Capabilities Matrix & ResumesAppendix B Project Profi lesAppendix C Required FormsDocusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
City of Tigard / McDonald Street Engineering Services RFP 2025-08 1 Kittelson & Associates, Inc. / October 7, 20242. FIRM QUALIFICATIONS & PROJECT TEAMThe Kittelson team includes leading public works practitioners who are knowledgeable of the City’s expectations, understand McDonald Street, and can leverage their expertise to convert McDonald Street into an “equitable and walkable” roadway that benefi ts all users. 2.1 FIRM OVERVIEWKittelson is a transportation planning and engineering fi rm that is changing how people move around. Through safety performance, operations, and best-practices, Kittelson has contributed to constructing complete streets that safely and comfortably accommodate pedestrians, bicyclists, transit users, and cars. We are nationally recognized leaders in creating people-centric streets that balance the needs of all users. Our approach integrates safety, accessibility, and mobility. With expertise in urban design, transportation engineering, and community engagement, we transform streets into dynamic public spaces that foster healthy, sustainable communities. Kittelson consistently delivers streets that positively impact the communities that rely upon them.“They (Kittelson) have delivered outstanding results on complex roadway projects, ensuring that all elements of design and execution meet the highest standards of quality and effi ciency.” Russell Knoebel, PE, Capital Project Services Manager, Washington County2.2 RESOURCES &ONGOING PROJECTSThe Kittelson team, including our subconsultant partners, have applied their expertise in active transportation, geometric design, alternative intersections, safety, operations, emerging trends and technologies, access management, planning, and public engagement to make roadways safer, more connected, and accessible. The Kittelson team can adjust existing facilities to integrate non-motorized users, consider the mobility goals for motorized users, and identify solutions for various communities and contexts.Kittelson and our teaming partners have discussed the anticipated level of eff ort for this project and have confi rmed we have the capacity and resources to successfully deliver this project. Our combined resources provide the City with abundant resources and capabilities to make sure this project is completed on schedule and within budget, while building upon the momentum from each phase.2.3 PROJECT EXPERIENCE72nd Avenue Preliminary Design; Tigard, OR / Kittelson PrimeContact: Courtney Furman PE, Principal Engineer, City of Tigard, 13125 SW Hall Boulevard, Tigard, OR 97223; P. 503.718.2442Building upon the completed 72nd Avenue Corridor Study (2020), Kittelson is developing preliminary designs for the 72nd Avenue from OR217 to OR99W. This will position the City to be competitive for federal grants for fi nal design and construction, and coordinate with development frontage improvements and the future Red Rock Creek Trail. The preliminary design includes a complete street with continuous bicycle and pedestrian routes with sidewalks, cycle tracks, on-street parking and bus pull-outs.Kittelson is developing the 30% design for the OR99W to Dartmouth section of 72nd Avenue and 10% design for the Dartmouth Street to OR217 section. The 10% design will support refi ning the cross section and alignment between Dartmouth Street and OR217. Further design elements will be determined once additional funding is available. The team started implementing the public involvement process to keep the people aware of the project developments.Tiedeman Avenue Multimodal Study; Tigard, OR / Kittelson Prime Contact: Courtney Furman PE, Principal Engineer, City of Tigard, 13125 SW Hall Boulevard, Tigard, OR 97223; P. 503.718.2442Tiedeman Avenue connects pedestrians and bicyclists to schools, parks, regional trails, bus stops, and residential and commercial areas. It also provides freeway access. Kittelson studied the Tiedeman Avenue corridor from SW Walnut Street to SW Greenburg Road to advance the City’s goal of addressing operational, safety and connectivity defi ciencies. This involved analyzing traffi c conditions, identifying key issues and community priorities for the corridor, developing cross section and sketch-level alternatives, and preparing a 10% concept plans. To engage public input and buy-in, Kittelson created fact sheets, fl yers, survey questions, and online open-house content. These outreach activities communicated the project’s intent, guided selecting a preferred alternative, and assisted with concept design. Based on the selected alternative, Kittelson prepared 30% plans, cost estimates, a project visualization, and a stormwater plan.Field visit along Tiedeman AvenueKey intersection along 72nd AvenueAvailable Resources• 60 Engineers & Planners• 9 CAD Drafters• 11 Administrative & Creative Partner Staff Legal Structure• S-CorporationHome & Managing Offi ceKittelson851 SW 6th Ave., # 600Portland, OR, 97204370 Employees26 Offi ces39 Years in BusinessDocusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
City of Tigard / McDonald Street Engineering Services RFP 2025-08 2 Kittelson & Associates, Inc. / October 7, 2024
US97: Lower Bridge Way – NW 10th
Street; Terrebonne, OR / Kittelson Prime
Contact: Cari Charlton PE, Project Manager, ODOT. 63055 N Hwy 97,
Bend, OR 97003; P. 541.815.6831
Kittelson led planning and design services to improve safety and
access at US 97/Lower Bridge Way and through Terrebonne. The
preferred alternative is a grade separated interchange with a dog
bone roundabout ramp terminal. This will provide easier access to
the community for bicycles and pedestrians and improve pedestrian
crossings along US97 in town with a shared-use path.
Kittelson led preparation of the Terrebonne Refinement Plan and then
preparation of PS&E documents. The final design includes over 100
compliant ADA ramps (on system and off). The project was delivered
on time and budget in August 2023 and construction started earlier in
2023 and is ongoing with Kittelson providing construction support.
apron. To address complex roundabout grading and utility conflicts,
and develop construction sequencing, Kittelson collaborated with
City and the PDB team. In addition, Kittelson led design for signing
& striping, illumination and traffic control plans, which involved
maintaining traffic on three legs of the intersection and detours for a
road closure during bridge construction.
Boeckman Road Improvements
Progressive-Design-Build / Tapani/Sundt Lead
Contact: Andrew Barrett, Capital Projects Manager, City of Wilsonville,
29799 Town Center Loop E, Wilsonville, OR 97070; P. 503.570.1567
Kittelson is a key subconsultant for this progressive-design-build
(PDB) project, Consor is the owners representative, and GreenWorks
is the landscape architect. The project includes building a new bridge,
a roundabout, buffered/protected bike lanes, sidewalks, and left-turn
lanes to serve a growing neighborhood and new elementary school.
Kittelson conducted an Intersection Control Evaluation (ICE) to
compare signalized and roundabout intersection options at Boeckman
Road/Canyon Creek Road, which resulted in selecting a roundabout.
Subsequently, Kittelson prepared PS&E documents, including
PROWAG-compliant curb ramps, bike ramps, and an internal truck
2.4 WORK QUALITY &
COST CONTROL
Kittelson develops a project management plan (PMP) for each project
that outlines all deliverables, task leads, quality control reviewers,
and milestones. Anthony Yi, PE, will facilitate our work quality and
cost control approach by providing independent practitioner-oriented
reviews. Nick Polenske, PE, our Project Manager, will integrate
technical expertise and work with Anthony to verify work quality
through team interactions and detailed reviews.
Nick has successfully led large design activities for ODOT major
projects, like the US 97: Lower Bridge Way – NW 10th Street and
North Bend Corridor Design/Build.
Anthony and Nick will maintain the schedule and budget, but
understands level of efforts sometimes need adjusting to maintain
them. If adjustments are needed, we will follow the process illustrated
below to determine a mutually agreeable way forward to meet the
schedule without sacrificing quality and maintaining costs.
US 97/Lower Bridge Way will become a dogbone roundabout
Kittelson created rendering of OR 43 protected intersection
West Linn Arterial Roadways &
OR43/ Marylhurst Drive Protected
Intersection / Consor Prime
Contact: Erich Lais PE, Public Works Director/City Engineer, City of West
Linn, 22500 Salamo Road, West Linn, OR 97068; P. 503.722.3434
Kittelson and Consor enhanced pedestrian and bicycle facilities along
the Willamette Falls Drive and OR 43 corridors, addressing safety and
comfort issues for non-motorized users. For Phase I, Kittelson led the
concept development and created a 30% designs to secure funding.
The concepts include bicycle and pedestrian facilities along and across
the corridors and supports adjacent land uses. Using augmented
reality, Kittelson provided visualizations of proposed alternatives.
During Phase 2, Kittelson and Consor prepared PS&E documents for
the OR 43/Marylhurst Drive intersection, one of the first protected
intersections on a state highway. Construction is set for early 2025,
with Kittelson and Consor offering construction support.
Boeckman Road Overcrossing
1. Engage 2. Determine 3. Assign 4. Leverage
Engage the
City’s Project
Manager to
evaluate what
caused the
change
Determine
staffing needs
or adjust critical
path items to
maintain the
schedule without
incurring costs
Use our Project
Management
Dashboard to
assign staff to
maintain the
budget and
schedule
Leverage our
nationwide
resources and
our teaming
partners
resources
5. Report Back
Report back to Courtney and Kittelson team on Resolution
Each task lead will provide daily coordination among the discipline
leads who will perform technical analyses and calculations related to
the deliverables and documentation. Nick will provide direction on
relevant standards and industry guidelines and work with Courtney to
gather City comments and address them as follows:
For differing opinions, set up a working session with our internal
team to recommend a way forward.
Meet with City staff to verify our approach meets the project goals.
Update each deliverable to reflect the decision-making process the
team worked through.
This is a proven process that Nick and Anthony have used to maintain
schedules, work quality, and cost control.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
City of Tigard / McDonald Street Engineering Services RFP 2025-08 3 Kittelson & Associates, Inc. / October 7, 2024
PROJECT MANAGER
Nick Polenske, PE
2.5 MANAGEMENT &
ORGANIZATIONAL
CAPABILITIES
Kittelson structures our teams around our project managers who are
experts within our service areas. Our project managers are supported
by a robust staff of engineers, planners, GIS analyst, drafters, graphic
designers, technical editors, administrators, and accountants.
We make sure every project has sufficient resources to prepare
deliverables that are technically sound, compliant, and support the
communities where we live, work, and play. This structure fosters
positive working relationships among staff, bringing the greatest of
capabilities and resources to the City without the barriers created by
geographic locations or profit center.
2.6 ALTERNATIVE PROJECT
DELIVERY EXPERIENCE
Kittelson and our teaming partner Consor have been involved with
several alternative project delivery methods, including PDB, general
contractor/construction manager (CM/GM), and design/build. Some of
the projects that we have delivered using alternative project delivery
methods include the following:
North Bend Corridor Design/Build, Bend, OR
Wilson Avenue Improvement Design/Build; Bend, OR*
Newport Avenue Improvements CM/GM*
Empire Avenue Improvements Design/Build; Bend, OR
Boeckman Road Improvements PDB; Clackamas County, OR
9th Street Improvements Design/Build; Redmond, OR
I-5/La Center Road Interchange & Local Road Improvements
Design/Build; La Center, WA*
*Project Profile presented in Appendix B
2.7 TEAM RESPONSIBILITIES
& SUBCONSULTANT
CAPABILITIES
Kittelson will be the primary consultant responsible for managing the
overall project and leading the roadway and traffic design elements
of the project. The Team Organization chart illustrates our team, lines
of communication, and areas of responsibilities. The following lists our
subconsultants’ expertise, experience with Kittelson, other relevant
experience, and why we selected them for this project.
GreenWorks is specialized in sustainable landscape
architecture and environmental design. For 30
years Kittelson and Greenworks have transformed roadways into
desirable destinations. This experience includes the Boeckman Road
Improvements PDB.
Why Selected. With a successful 20-year partnership combined with
30 years of experience with the City, our resources and capabilities
can facilitate activities beyond the concept design phase.
AKS has expertise in environmental compliance,
wetland sciences, urban forestry, and surveying, which
will support all phases of this project. They have completed over
a dozen projects throughout Washington County with Kittelson,
including improvements for Blanton Street, Cornelius Pass Road, and
Farmington Road/209th Avenue.
Why Selected. The local experience AKS has with the Temple-
Twality Safe Routes to School (SRTS) and Murdock Street Sidewalk &
Stormwater Improvements will streamline the analysis and design
process by building upon already available information.
S&W supports public infrastructure projects by providing
their expertise in geotechnical engineering and
environmental consulting. They have worked alongside Kittelson
on transportation projects, including US 97: Terrebonne – NW
10th Avenue in Terrebonne, OR, Willamette Falls Path/OR99W
Enhancements in Oregon City, and 72nd Avenue Preliminary Design
and Fanno Creek Bridge for the City.
Why Selected: S&W has extensive knowledge of Tigard’s geologic
and geotechnical conditions gained through completing 75 projects
in Tigard, and successful history of working with Kittelson.
Why Selected: With a 30-year history of working with Kittelson and
extensive knowledge of Tigard, having enhanced streetscapes in
Tigard for 30 years, GreenWorks will bring their talents to establish a
functional and aesthetically pleasing McDonald Street.
Commonstreet implements right of way (ROW) programs
to support public infrastructure improvements. They have
direct experience with the City, which includes the Red Rock Creek
Enhancement & Stabilization, and have supported Kittelson on the
Shute Road Multiuse and Huffman East Extension projects in Hillsboro.
Why Selected. Commonstreet successfully integrates the ROW process
into design and construction timelines, under all applicable State and
Federal guidelines.
AINW (WBE), offers archaeological, historical, and cultural
resource services, and regularly partners with Kittelson on
infrastructure projects. Their experience include supporting City with
the Tigard Street Bridge Replacement, Red Rock Creek Enhancement &
Stabilization, and SW Wall Street Improvements.
Why Selected. Building upon their knowledge of Tigard, AINW will
navigate the regulatory review process by completing a cultural
resource assessment that efficiently obtains approvals.
ROADWAY
Keisuke Harry, PE
TRAFFIC
Wade Scarbrough, PE
STORMWATER
Nicholas McMurtrey, PE
WATERLINE
Fulgence Bugingo, PEPRINCIPAL
ENGINEER
Anthony Yi, PE
STRUCTURAL ENGINEER
Stuart Garth, PE
GEOTECHNICAL ENGINEER
James Walters, PE
ENVIRONMENTAL SCIENTIST
Alia Hubbard
LANDSCAPE ARCHITECT
Mike Faha, PLA,
RIGHT OF WAY
Kari Lowe, SR/WACITY OF TIGARDCourtney Furman, PEKittelson Consor AKS S&W GreenWorks Commonstreet AINW
ENVIRONMENTAL SPECIALIST
Julie Wirth-McGee, PWS
ARBORIST
Bruce Baldwin, ISA
ARCHAEOLOGICAL HISTORIAN
Andrea Blaser
SURVEYOR
Nick White, PLS
UTILITY COORDINATION
Fulgence Bugingo, PE
PROJECT LEADS TECHNICAL SUPPORT
CONSTRUCTION MANAGER
Chad Maxwell, PE
ADVISOR
Ian Machan, PE
Alternative Delivery
Team Organization
Subconsultants
Consor specializes in public works infrastructure and
will provide their engineering expertise in stormwater,
structures, waterlines, support public involvement efforts, lead
construction management activities, and advise on alternative
delivery processes. Their experience with Kittelson spans over 20
years, which includes OR141/OR217 Curb Ramps in Tigard; Main Street
Improvements in Gold Beach; and Boeckman Road Improvements PDB
in Wilsonville.
PUBLIC INVOLVEMENT
Kimi Sloop
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
Omara St.103rd Ave.97th Ave.100th Ave.93rd Ave.89th Ave.Hall Blvd.OR99W (Pacific Hwy.)A B CC
F
E
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Pinebrook CreekGA
D E A B
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A
City of Tigard / McDonald Street Engineering Services RFP 2025-08 4 Kittelson & Associates, Inc. / October 7, 2024
3. UNDERSTANDING & APPROACH
The vision for McDonald Street is to become a complete street, safely
integrating all travel modes. To achieve this, the corridor’s planned
cross sections and intersections must be refined to balance vehicular
congestion relief with safe, connected pedestrian and bicycle facilities.
These refinements will fill gaps in walking and biking infrastructure,
linking key destinations like James Templeton Elementary, Twality
Middle School, East Butte Heritage Park, and the Fanno Creek Trail.
Additionally, traffic operations, including peak hour left turns, must be
addressed to reduce risks for all users. The following illustration and
table presents the project constraints, needs, and opportunities we
will consider while refining the concepts.
CHALLENGE APPROACH RELEVANT EXPERIENCE
A. Pedestrian & Bicycle Safety | Construct comfortable,
consistent pedestrian and bicycle facilities along McDonald
Street and identify safe and convenient crossing locations
while also controlling vehicle speeds.
Prioritize continuous facilities with enhanced crossings at key locations (likely 100th
Avenue, Omara Street, 97th Avenue, and 98th Avenue) to provide safe multimodal
connections to schools, churches, and recreation areas.
72nd Avenue Preliminary Design / Tiedeman Avenue Multimodal
Study / West Linn Arterial Roadways / Boeckman Road
Improvements / Templeton-Twality SRTS / Murdock Street Sidewalk
& Stormwater Improvements / Elliott Road Complete Street
B. Constrained ROW | The two-lane cross section, topography,
and lack of pedestrian and bicycle facilities creates a setback
challenge to maintain existing land uses.
Review and update traffic analysis, consider alternative intersection treatments,
like roundabouts to reduce the necessary cross section width in constrained areas,
specifically 103rd Avenue to 93rd Avenue.
72nd Avenue Preliminary Design / Tiedeman Avenue Multimodal
Study / West Linn Arterial Roadways / Boeckman Road
Improvements / Red Rock Creek Stabilization & Enhancement
C. Left Turns | Left turns to and from McDonald Street create a
significant queuing issue during peak hours and a safety risk
as users wait for a gap.
Using results from our traffic analysis and ICE we will identify which intersections
warrant left turn lanes or roundabout treatments.
Tiedeman Avenue Multimodal Study / West Linn Arterial Roadways
/ US97: Lower Bridge Way-NW 10th Avenue / Boeckman Road
Improvements
D. Construction Staging & Access Management |
Identify construction sequencing plans that reduce disruption
for the public, especially for residents on dead-end routes,
while also optimizing construction activities.
Review the 2D and 3D impacts associated with construction to maintain resident
access points at all times and create detailed staging plans to sequence the utility
undergrounding and waterline replacement. The traffic control plan will maintain
safe routes for students getting to and from schools in the area.
OR43 Protected Intersection / US97: Terrebonne – NW 10th
Avenue / US20 Tumalo Multilane Roundabout / Boeckman Road
Improvements
E. Utility Undergrounding & Stormwater Infrastructure | The
additional cross-sectional elements will require relocating
private utilities and adding impervious area will require
stormwater treatment and quantity management.
Available ROW and funding to determining the length of private utilities that can
be undergrounded and identifying stormwater treatment locations. Providing
consistent connection while replacing the waterlines will be needed to provide
residents access to water.
OR43 Protected Intersection / US97: Lower Bridge Way-NW 10th
Avenue / I-5 at Beltline Interchange Storm Drainage & Water
Quality Design
F. Pinebrook Creek Crossing | Potential improvements to the
existing culvert and stormwater infrastructure at this crossing.
Our team has confirmed with ODFW that the proposed roadway improvements will
not trigger fish passage and require replacing the culvert. There could be benefits to
a culvert replacement for additional grant funding or future fish passage mitigation
at more challenging sites.
72nd Avenue Preliminary Design / US97: Lower Bridge Way-NW 10th
Avenue / Hayesdale Drive Bicycle & Pedestrian Improvements
G. McDonald Street/Hall Boulevard Intersection |
Heavy congestion and long vehicle queues during peak
hours, and lack of pedestrian facilities along McDonald Street
approaching Hall Boulevard.
Evaluate intersection treatment alternatives from additional turn lanes, to a
protected intersection, as well as feasibility of a roundabout with future capacity
and pedestrian/bicycle safety in mind. We will build upon our existing survey data
collected for our work on the OR141/OR217 Curb Ramps project.
OR141/OR217 Curb Ramps / 72nd Avenue Preliminary Design /
Tiedeman Avenue Multimodal Study / West Linn Arterial Roadways
/ OR43 Protected Intersection / Boeckman Road Improvements
McDonald Street
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
City of Tigard / McDonald Street Engineering Services RFP 2025-08 5 Kittelson & Associates, Inc. / October 7, 2024
3.1 PROJECT MANAGEMENT
& COORDINATION
Our management approach is based on proactive communication,
identifying issues and risks early, and course correcting. We will
prepare a PMP to stay on schedule, within budget, and proactively
communicate. This approach will incorporate these guiding principles:
Build a decision-making framework guided by the City’s goals,
respectful of equitable and community-focused planning.
Right-size the analytical methods and tools to screen and refine
concepts. This allows us to rapidly screen concepts and define
modeling activities.
Integrate design, operations, and safety throughout all project
phases to develop feasible concepts that support project goals,
inform design decisions, and documentation in deliverables.
Dedicate storytellers to empower decision-making. Graphics
and storytelling will be used to highlight big picture decisions and
empower stakeholders.
3.2 PROJECT WORK TASKS
Carrying out this project will appropriately sequence tasks so that
each element is building upon the other. The schedule on page 8
displays how we will sequence the phases, timeframe for each task,
and the City’s expected participation.
PHASE I SERVICES
Task 1 Project Management & Administration /
Team Members: Nick Polenske, PE; Anthony Yi, PE
To keep everyone informed, on schedule, and within budget, while
fostering innovation, our project management activities will include:
Preparing a PMP with monthly updates to identify risks and
solutions before they impact the project;
Conducting brief, weekly meetings with Courtney to discuss
progress, deadlines, questions, and strategize for risks; and
Bi-weekly Consultant Team meetings to address schedule, work in
progress, upcoming priorities, and budget updates.
Task 2 Traffic Analysis
Team Members: Nick Polenske, PE, Keisuke, PE, Wade
Scarbrough, PE
The traffic analysis will be conducted by following these steps:
1. Obtain traffic operations insights through field visits and local
knowledge. We will supplement our drone images of McDonald
Street with a field review and inventory to observe existing traffic
operations and safety issues, unique driver behavior, and other
roadway characteristics to inform the alternatives analysis.
2. Streamlined two-stage traffic/safety analysis. Stage 1 will use
lower complexity tools, like NCHRP Report 672, HCM level-of-
service analysis, MUTCD Signal Warrants, Synchro 11, crash history,
and crash modification factors to rapidly evaluate and screen
concepts. During Stage 2 we will develop a VISSIM model to capture
the multimodal operations. We will consider using tools, like an
expected crash reduction analysis or the 20 Flags Method in NCHRP
Report 948: Guide for Pedestrian and Bicyclist Safety at Alternative
and Other Intersections and Interchanges.
Kittelson led development of NCHRP Report 948 and the
20 Flag Method, a qualitative analysis built around 20 design
flags to highlight safety impacts for pedestrians and bicyclist
at intersections.
Task 3 Alternatives Analysis
Team Members: Nick Polenske, PE; Keisuke, PE; Wade Scarbrough,
Nick McMurtrey, PE; Mike Faha, PE
Building upon Task 2 findings, we will develop the preliminary design
footprint for the project. We will develop and analyze alternatives that
best fit the context of McDonald Street and address the issues by:
Developing an equitable multimodal decision framework to
achieve the project goals and represent them in the design. We
will balance cost with bicycle and pedestrian solutions, consider
stakeholders’ input, and reflect the City and residents objectives.
Evaluation factors could include route connectivity, safety, traffic
operations, and ROW, environmental, drainage and natural
resources impacts, and construction cost. We’ll use visualizations
to help people provide their opinions on different alternatives.
93rd Avenue Roundabout Alternative 100th Avenue Roundabout Alternative
Preparing conceptual designs and cost estimates will be
informed by applying NCHRP Report 785: Performance Based
Analysis of Geometric Design of Highways and Streets approach
to develop concepts based on context and integrating design,
operations, and safety into the overall performance the project.
Also, we will apply our lessons learned from other City projects.
Evaluating roundabouts will be a large focus of our alternatives
analysis. The preferred cross section will drive solutions for
connection along the corridor, but balancing these goals with the
needed ROW and public perception will be essential for moving
forward. We have evaluated and sketched potential roundabout
sizes at 100th Avenue/McDonald Street and 93rd Avenue/McDonald
Street to begin understanding the impacts associated with this
intersection treatment. (See sketches below)
Waterline Analysis. To replace the three waterlines located
in the corridor, Fulgence Bugingo, PE, will conduct a waterline
alternatives analysis to develop a strategy to maintain water
and fire protection services during construction and minimize
shutdowns during tie-in activities.
Completing a memorandum that compiles the alternative
analysis; outlines their strengths and weaknesses associated with
the evaluation criteria; and helps to select a preferred alternative
that will progress to design and into construction.
Task 4 Public Involvement Program
Team Members: Nick Polenske, PE; Kimi Sloop
Kimi Sloop will prepare the public involvement plan (PIP), which will
have a stakeholder engagement strategy describing the decision-
making framework. This plan will be a updated throughout the project
with input from the City’s communication staff to align the materials
and approaches with the City’s communication approach.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
City of Tigard / McDonald Street Engineering Services RFP 2025-08 6 Kittelson & Associates, Inc. / October 7, 2024
The PIP will outline the communication goals and purpose, target
audiences, key messages, and engagement strategies; identify the
schedule, topics, roles, and responsibilities for the City and Kittelson
team members; and describe how input will be incorporated.
Other public involvement support will include:
Assisting the City with open houses, which includes creating
graphics, gathering input, and sharing information with the
community via Engage Tigard
Conducting a community survey during the alternatives analysis
phase to identity community priorities and assess tradeoffs
between alternatives
Preparing a public involvement toolkit and updating it at each
project phase to reflect changes in the design process
Create a 3-D visualization with fly-through video, like the one
created for the Tiedeman Avenue Multimodal Study
With 3-D visualization, augmented, and virtual reality, Kittelson
has successfully conveyed alternatives in a way that people are
familiar with and in an interactive way to view improvements
from the perspective of pedestrians and bicyclists.
Task 5 Survey
Team Members: Nick White, PLS
AKS will lead the survey activities, which will include:
Mapping utility locations and public ROW
Providing basemap of the existing roadway features
Using aerial surveying and terrestrial laser scanning, in addition to
conventional surveying, to improve efficiencies for the project and
increase crew safety
AKS is the surveyor for the Murdock Street Sidewalks &
Stormwater Improvement and Templeton-Twality SRTS projects,
which are adjacent to McDonald Street.
Task 6 – Technical Studies & Reports
Task 6.1 – Cultural Resources Planning
Team Member: Andrea Blaser
If a permit is needed from the US Army Corps of Engineers (USACE),
AINW will complete a cultural resources survey to assist in complying
with Section 106 of the National Historic Preservation Act. Once the
Area of Potential Effect (APE) is delineated, AINW will direct surveys
of the APE to identify historic built environment resources and
archaeological sites with potential to be affected by the project. At
this time, we understand there are no previously documented cultural
resources within the project area.
If FHWA funding is obtained, additional cultural resources services
will likely be needed. ODOT has agency-specific reporting standards
because of USDOT Act Section 4(f) requires analysis to avoid or
minimize harm to significant historic sites, parks, recreation areas, and
refuges for projects funded or authorized by an agency of the USDOT.
Task 6.2 – Geotechnical Investigation & Pavement Design
Team Members: James Walters, PE
S&W will conduct additional explorations, supplementing their six
existing boring, to better define subsurface conditions, evaluate
seismic hazards, and support embankment and retaining structures.
We will assess compressible soils in the creek channel for static
settlement concerns and collaborate with the design team on cost-
effective mitigation strategies. Fieldwork will include geotechnical
borings, pavement cores, dynamic cone penetration tests, and
infiltration testing, providing data for geotechnical, pavement, and
stormwater design. Pavement review will guide rehabilitation and
new pavement section design and provide subgrade modulus for
new pavement sections. We will schedule the field investigation
immediately upon notice of selection to make sure we secure a
contractor with within four to six weeks of the notice to proceed.
Task 6.3 – Hazardous Materials Assessment
Team Members: Alia Hubbard
To assess the presence of environmental impacted properties or areas,
S&W will complete a Hazardous Materials Corridor Study (HMCS).
Additionally, we recommend contingency tasks for a shoulder material
investigation, Phase 2 Environmental Site Assessment, and geophysics
surveying to identify potential underground storage tanks and any
other anomalies that may impact construction. The scopes of these
contingency tasks will be informed by the HMCS results.
Task 7 – Hydraulic & Stormwater Studies
Team Members: Keisuke Harry, PE; Nick McMurtrey, PE
Pinebrook Creek has an Active Channel Width (ACW) of about 4 feet
and, per ODFW, is not habitat for migratory species. Since the existing
36-inch culvert can handle runoff from the 102-acre upstream area
and does not require fish-passage standards, it likely won’t need
replacing. If culvert enhancements are made, Consor will perform
a hydraulic analysis to check for scour, stream bed composition,
roadway over topping, and impacts on the Special Flood Hazard
Area. Consor will also evaluate fill within the 100-year floodplain
and document impacts per the City’s floodplain development
requirements, as the area is not FEMA-designated.
Early selection of a stormwater management approach is crucial. West
of SW 100th Avenue, Low Impact Development Approach (LIDA) or
proprietary systems may integrate with traffic calming measures in
landscaped strips. East of SW 100th Avenue, a regional stormwater
approach could reduce ROW impacts, or a fee-in-lieu of constructing
detention systems could be pursued given Pinebrook Creek’s
moderate hydromodification risk level.
Concepts, roadway sections, impervious surface types, and
preliminary costs should be defined early to confirm applicable
stormwater codes. At the 93rd Street intersection, retaining walls
may help avoid wetland impacts, making SLOPES V inapplicable and
reducing detention requirements.
Task 8 – Environmental Documentation & Permits
Team Members: Julie Wirth-McGee, PWS
Our approach integrates environmental specialists into the design
process to avoid triggering permits, such as using non-notifying
Nationwide permits. We’ll coordinate early with USACE to secure a
no-effect determination, avoiding SLOPES V requirements and keeping
the project on schedule while protecting natural resources.
Wetlands near the site will be considered, but Clean Water Services’
vegetated corridor impacts should be minimal due to the fill prism.
AKS will seek to avoid or minimize wetland impacts in Phase I,
confirming permit conditions early for smooth navigation through the
process. We’ll also engage ODFW to identify potential triggers, but
since Pinebrook Creek has no native fish, fish passage requirements
won’t apply.
Task 9 – Right of Way
Team Members: Kari Lowe, SR/WA; Nick White, PLS
Commonstreet will facilitate access to impacted properties through
Right of Entry and manage title reviews concurrently. They will
order and review title reports, addressing any issues to ensure
smooth property transactions. At 60% design, the City will issue
a Board Resolution of Need and a Notice to Proceed, after which
Commonstreet will send General Information Notices (GIN) to
landowners and occupants via certified mail.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
City of Tigard / McDonald Street Engineering Services RFP 2025-08 7 Kittelson & Associates, Inc. / October 7, 2024
Commonstreet will facilitate the appraisal process. Deliverables will
include an appraisal report, appraisal review, and Just Compensation
Memo, which the City will review and sign before offers are made. For
simpler cases, Commonstreet will negotiate and prepare temporary
easement documents, submitting offer packets to the City for
approval before presenting them to landowners. Complex acquisitions
will be handled by senior agents, with all documentation reviewed by
the City before being presented to landowners for execution.
In cases of impasse, Commonstreet will return the file to the City
and assist with mediation or condemnation, providing detailed
summaries of negotiations and relevant documents. Throughout this
ROW process, Commonstreet will verify compliance, transparency, and
alignment with City, Uniform Act, and ODOT ROW requirements.
Task 10 – Utility Coordination
Team Members: Keisuke Harry, PE; Fulgence Bugingo, PE
To compile a preliminary list of existing utilities and potential impacts,
we will use multiple data sources, including City GIS to provide a
baseline of all anticipated utilities within the project area; survey
locates as a second point for all utilities and the most up to date data
regarding subsurface utilities; and mapping from utility companies
for early coordination to give the team an opportunity to fill gaps and
validate where facilities could be. Once an existing utilities map is
created, the design team will use it to compare design elements and
understand what utility impacts can be assumed and what, if any,
relocations are required.
Our team will identify opportunities for subsurface explorations
and identify costs associated with potholing. This will build an
understanding of key areas that may require more thorough
coordination with utilities and if there are additional design
alternatives to help avoid any major relocation efforts.
Task 11 – Design Engineering
Team Members: Nick Polenske, PE; Anthony Yi, PE; Keisuke Harry,
PE; Wade Scarbrough, PE; Nick McMurtrey, PE; Stuart Garth, PE;
James Walters, PE; Julie Wirth-McGee, PWS; Bruce Baldwin, ISA;
Mike Faha, PLA
This task will memorialize and build upon the 10% concept to develop
30% designs, which will include the project footprint and allow us to
assess impacts to utilities, driveways, and ROW. In addition, we will
develop a 3D visualization to establish the project’s impact area. This
will be presented to the public in an easy to understand format.
We will prepare a cost estimate for the City to updated this project
within the Capital Improvement Program based on similar, recent
work from state and local agency projects. Everything will be
summarized in an 11” x 17” set of construction plans showing the
horizontal and vertical design for improvements overlaid on the
survey base map.
Tiedeman Avenue Multimodal Study visualization
The PS&E work (Roadway & Traffic) will be completed in-house by
Kittelson. Support from out teaming partners will include:
Consor for structures, stormwater, waterline, and utility
coordination. The waterlines will be designed to bring them
to current standards.
GreenWorks will provide LIDA landscape facilities for
impacted properties.
S&W will complete any borings and infiltration testing to
support the walls, stormwater design, and pavement section
recommendations.
With approved plans and secured ROW, we’ll move into construction
with Consor leading Construction Management and Inspection and
Kittelson supporting as the Engineer of Record.
Task 13 – Bidding Assistance
Team Members: Nick Polenske, PE; Ian Machan, PE; Chad Maxwell, PE
Our team will work with the City through the advertisement period
and will help facilitate any questions or provide clarifications
necessary with the construction documents. The design team will
provide the City thorough, efficient, and thoughtful responses and
updates when needed to construct the improvements.
Task 14 – Construction Engineering & Inspection
Team Members: Nick Polenske, PE; Keisuke Harry, PE; Wade
Scarbrough, PE; Nick McMurtrey, PE; Stuart Garth, PE; Chad Maxwell,
PE; Kim Sloop; Mike Faha; Bruce Baldwin; Nick White, PLS
Our approach to construction oversight emphasizes active
management and collaboration. With one of Oregon’s largest
Construction Management and Inspection teams, we prioritize
proactive risk identification, effective change management, and
fostering teamwork between the City, designer, and contractor.
Key elements include focused community outreach to keep
stakeholders informed and a rigorous documentation program to
track quality and quantities in real-time. For the McDonald Street
project, we propose a highly engaged construction management
team, complemented by our engineering staff to address design
details and handle complex field conditions efficiently.
Task 12 – Alternative Project Delivery Evaluation
Team Members: Nick Polenske, PE; Ian Machan, PE
In collaboration with Consor’s alternative delivery and construction
management specialists, Ian Machan, PE, we will analyze delivery
methods, like PDB, CM/GC, and design/build, focusing on best value
and qualitative procurement.
The evaluation will produce a matrix summarizing the strengths,
weaknesses, costs, and schedule impacts of each method. We’ll also
assess risk allocation, funding opportunities, quality, and stakeholder
collaboration. With input from the City, we will weigh criteria and
develop a formula to rank delivery methods.
For the Boeckman Road Improvements PDB, Ian Machan, PE
with Consor served as Owner’s Representative and developed
the PDB delivery method.
PHASE II SERVICES
Task 11 – Design Engineering
Team Members: Nick Polenske, PE; Anthony Yi, PE; Keisuke Harry, PE,
Wade Scarbrough, PE; Nick McMurtrey, PE; Fulgence Bugingo, PE; Chad
Maxwell, PE; Stuart Garth, PE; James Walters, PE; Mike Faha, PLA
Phase II will advance the preferred alternative through the 60%, 90%,
and 100% construction documents. Specifications will follow the ODOT/
APWA standards and use the City’s special provision templates for the
general conditions of the contract.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
Survey timeframe includes topography,
basemap, DTM, ROW mapping, and
centerline description
Includes geotechnical, HCMS,
Cultural Studies & Stormwater Analysis
Includes Wetlands & Waters, Fish Passage Plan,
Tigard Urban Forestry Plan & Arborist Support Right of Entry ROW Determination - Phase I
10% Concept 30% Preliminary
60% Design 90% Design 100% Design
Construction Engineering, Inspection & Observations
Close Out
Includes Joint Permit Application, Tigard Land Use Permitting,
Urban Forestry Plan and Arborist Support-Phase II, Clean Water
Services Site Assessment and Service Provider Letter, Public
Facilities Improvement Permit Support
Includes Stormwater Analysis & Report
PIP
Public Outreach Events
Public Outreach Event
City Involvement
WorkshopMeeting
Work in Progress
City of Tigard / McDonald Street Engineering Services RFP 2025-08 8 Kittelson & Associates, Inc. / October 7, 2024
3.3 SCHEDULE
Phase I Study Phase 2025 2026
Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb
1 Project Management & Administration
2 Traffic Analysis
3 Alternative Analysis
4 Public Involvement
5 Survey
6 Technical Studies & Reports
7 Hydraulic & Stormwater Studies
8 Environmental Documentation & Permits
9 Right of Way
10 Utility Coordination
11 Design Engineering
12 Alternative Project Delivery Evaluation
12.1 Meetings & Workshops
12.2 Evaluation of Alternative Project Delivery
12.3 Assistance for Approval of the Selected Alternative Project Delivery Method
Phase II Construction 2026 2027 2028 2029
Mar to Aug.SepOctNovDecJanFebMarAprMayJunJulAugSepOctNovDecJanFebMarAprMayJunJulAugSepOctNovDecJan to Jun
1 Project Management & Administration
4 Public Involvement
5 Survey
5.4 Legal Descriptions
5.5 Appraisal Staking
5.6 Utility Coordination Support
5.7 Preconstruction Survey
7 Hydraulic & Stormwater Studies
8 Environmental Documentation & Permits
9 Right of Way
9.3 Right of Way Determination Phase II
9.4 Acquisition Services
9.5 Appraisal & Appraisal Reviews
9.6 Condemnation Process Assistance
10 Utility Coordination
11 Design Engineering
13 Bidding Assistance
14 Construction Engineering & Inspection Strategic pause to evaluate funding, delivery method, and project goals. We understand the
construction schedule is
flexible, but we anticipate 12
to 18 months, depending on
the start date
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
City of Tigard / McDonald Street Engineering Services RFP 2025-08 9 Kittelson & Associates, Inc. / October 7, 2024
4. PROJECT MANAGEMENT
Kittelson understands that the role of a Project Manager is to execute
the work by assigning and monitoring the right mix of technical
personnel, and earning the trust of stakeholders, staying on schedule
and within budget, and meeting project goals.
Project Manager Experience
Nick Polenske, PE, Project Manager
Nick will oversee the project daily and be the primary
point of contact. Nick excels at coordinating multi-
agency, multidisciplinary teams, keeping schedules on
track, and controlling costs. His experience includes managing City
projects and large transportation initiatives, like the NE 46th Avenue
and Bryant Street Local Improvement District (LID) – one of the largest
LIDs implemented by the Portland Bureau of Transportation.
“Kittelson served as the lead planning and design
consultant for the US97 Terrebonne dogbone
interchange and modernization project. ... The
project design team involved multiple competing
priorities, necessitating collaboration led by Nick
Polenske ... to identify solutions that worked
for everyone.” – Cari Charlton, PE, Oregon
Department of Transportation Region 4
Project Management Approach
Nick will keep all team members properly informed through
monitoring and tracking the scope, schedule, and budget; providing
status updates to the City; and having regular team check-in
meetings. He makes every effort to accommodate unforeseen
changes to scope, schedule, and budget, allocating these amongst
existing tasks within the context of a time-and-materials contract and
documents these in a decision log. Each month, Nick asks:
Are changes to the scope needed? If yes, consider impacts to
schedule and budget.
Are the project and related deliverables on schedule? If no,
communicate the issue and mitigate.
What issues are there with the schedule that warrant changes? If
yes, consider impacts to scope/budget.
Is the project on budget? If no, communicate and mitigate.
Does the budget status imply any potential issues? If yes, consider
impacts to scope/schedule.
Similar Project Experience
72nd Avenue Preliminary Design; Tigard, OR; Deputy
Project Manager
79th Avenue Corridor Plan; Tigard, OR; Project Manager
Templeton-Twality SRTS Grant Application; Tigard, OR;
Project Manager
OR99W Streetlighting Design; Tigard, OR; Project Manager
West Linn Arterial Roadways; West Linn, OR; Project Manager
Tiedeman Avenue Multimodal Study; Tigard, OR; Roadway
Quality Control Lead
US97: Lower Bridge Way – NW 10th Street; Terrebonne, OR;
Roadway Design Manager
Willamette Falls Path/OR99E Enhancements; Oregon City, OR;
Roadway Lead
4.1 PRINCIPAL MEMBER
INVOLVEMENT
As Principal Engineer, Anthony Yi, PE, will be involved throughout the
project by leading the quality assurance/control process. Periodically,
he will check in with the City to gain feedback about our services
and the team’s performance. As a long-time resident of Tigard and
experienced transportation engineer, he can provide insights about
the City’s expectations and requirements, and knowledge gained
through regularly using McDonald Street.
4.2 KEY PERSONNEL
Nicholas Polenske, PE
Project Manager
Nick is an experienced project manager who has led multidisciplinary
teams on major roadway improvements. His experience with
alternative delivery projects will guide the preliminary design phase
and align concepts with the local context.
Current Assignments & Locations
72nd Avenue Preliminary Design; Tigard, OR
ODOT All Roads Transportation Safety Program Grant
Application Support; Tigard, OR
West Linn Arterial Roadways and OR 43/Marylhurst Drive
Protected Intersection, West Linn, OR
Relevant Experience
See projects listed above Similar Project Experience.
Anthony Yi, PE
Principal Engineer
Specialized in traffic engineering with capabilities in integrating public
input with technical analysis to develop innovative, feasible concepts
that establish safe, connected, accessible multimodal corridors.
Current Assignments & Locations
OR 141/OR 217 Curb Ramps; Tigard, OR
Tigard Signal Support Services; Tigard, OR
72nd Avenue Preliminary Design; Tigard, OR
Exit 21 Interchange Improvements; Woodland, WA
S Hillsboro Traffic Design; Hillsboro, OR
Relevant Experience
Tigard On-Call Services – 15 Task Orders; Contract Manager
Oak/Baseline/10th Avenue Study; Hillsboro, OR; Project Manager
Main Street Improvements; Gold Beach, OR; Traffic Engineer
Keisuke Harry, PE
Roadway Engineer
Specialized in roadway design with experience designing
roundabouts, developing and analyzing alternatives, and creating
feasible concepts that integrate all travel modes.
Current Assignments & Locations
OR99W/OR 18 Curb Ramps; McMinnville, OR
Airport Road & Main Street; Billings, MT
Relevant Experience
OR 99W Streetlight Design; Tigard, OR; Roadway Engineer
Boeckman Road Improvements PDB; Wilsonville, OR;
Roadway Engineer
US 97: Bend North Corridor Design/Build; Bend, OR;
Roadway Engineer
US 97: Lower Bridge Way-NW 10th Street; Roadway Engineer
Shute Road Multiuse Path; Hillsboro, OR; Roadway Engineer
Wade Scarbrough, PE
Traffic Engineer
Over 20 years of experience assisting Tigard resolve transportation
challenges and establishing a safer, more comfortable transportation
network by providing his expertise in roundabout analysis and design,
traffic operations and safety, and geometric design.
Availability
50%
50%
45%
40%
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
City of Tigard / McDonald Street Engineering Services RFP 2025-08 10 Kittelson & Associates, Inc. / October 7, 2024
Current Assignments & Locations
Boeckman Road Improvements PDB; Wilsonville, OR
Cornville at Tissaw Roundabout; Yavapai, AZ
Gresham Fairview Trail Phase IV; Gresham, OR
Pedestrian Crossing Enhancements; Washington County, OR
Stafford Road/65th Avenue/Elligsen Road Roundabout; Clackamas
County, OR
Relevant Experience
Durham Road/Upper Boones Ferry Road: OR99W to I-5; Tigard, OR;
Traffic & Signal Design Engineer
Tiedeman Avenue Multimodal Study; Tigard, OR; Traffic Engineer
Crestview Drive Roundabout; Newberg, OR; Traffic Engineer
Walnut Street: 116th to Tiedeman; Tigard, OR; Traffic Engineer
River Terrace Development; Tigard, OR; Traffic Engineer
N Nicholas McMurtrey, PE
Stormwater Engineer
Aligns stormwater design with all project elements, with a focus
on fish passage, stormwater management, utilities, environmental
permitting, and multimodal improvements. Is skilled in conveying a
project’s purpose and need clearly and concisely to varied audiences.
Current Assignments & Locations
NW Springfield Road Improvements: Joss to Kaiser; Washington
County, OR; Project Manager
Thompson Road: Saltzman to Marcotte, Washington County, OR
Washington/Monroe Greenway: 37th to Linwood, Milwaukie, OR
Jennings Avenue: OR99E to Oatfield; Clackamas County, OR
Relevant Experience
D Avenue Improvements; Lake Oswego, OR; Project Manager
Villa Road Improvements; Newberg OR; Project Manager
Fulgence Bugingo, PE
Waterline Engineer/
Utility Coordinator
Public works professional with a background in designing
water, wastewater, and roadway facilities. This combined experienced,
along with being a subsurface utility engineering (SUE) specialist,
provides insights into how these facilities are interrelated.
Current Assignments & Locations
2024 Water Line Replacement;, West Linn, OR
Umatilla County Curb Ramps; Pendleton OR
Westside Trail Segment 1; King City, OR
Relevant Experience
SW Ridgewood Avenue & SW Grace Lane Water Facilities;
Washington County, OR; Project/Construction Administrator
SE Division Street; Portland, OR; SUE
Willamette Water Supply Pipeline; Washington County, OR; SUE
Chad Maxwell, PE
Construction Manager
Construction manager who works alongside design teams to navigate
innovative concepts, advise on constructability, avoid utility conflicts,
and minimize construction impacts in a fiscally responsible manner.
Current Assignments & Locations
US101 Curb Ramps; Lincoln City / Lincoln Beach, OR
Groundwater Development Project - Glendover Pressure Zone
Transmission Main; Gresham, OR
Groundwater Development Project - Cascade Reservoir
Improvements and Well No. 7; Gresham, OR
Relevant Experience
Boones Ferry Road Improvements; Lake Oswego, OR;
Construction Manager
Jefferson Parkway Pavement Rehabilitation;
Construction Manager
OR47 & Main Street Sidewalks Improvements; Gaston, OR;
Construction Manager
Kimi Sloop
Public Involvement Lead
Kimi is an expert at integrating the public on transportation projects.
She will bring her toolbox of community engagement strategies to
identify, connect with, and engage people during the public decision-
making process for this project.
Current Assignments
Willamette Water Supply Program; Washington County, OR
King City Westside Trail Project; King City, OR
Eastern Oregon Curb Ramps; Pendleton, OR
Relevant Experience
On-Call Transportation - Public Outreach; Tigard, OR
Westside Trail Segment; King City, OR
Rural Transportation Equity Project, Department of Land
Conservation and Development; Grand Ronde, OR
Cape Kiwanda Corridor Project; Pacific City, OR
Technical Support Staff
Ian Machan, PE, Alternative Delivery Advisor. With a
background in alternative delivery methods, engineering,
and construction management, Ian will provides guidance on
constructability and advises on selecting a project delivery method.
Stuart Garth, PE, Structural Engineer. Stuart integrates
structural designs into infrastructure projects construct
structures in a fiscally responsible manner, while meeting safety
standards and providing environmental protections.
James Walters, PE, Geotechnical Engineer. James’
knowledge about Tigard’s geological conditions will
streamline the design process by building upon readily available data
gained through working in Tigard.
Alia Hubbard, Environmental Scientist. Alia’s expertise in
hazardous materials assessment will make sure hazardous
materials are identified and addressed.
Mike Faha, PLA, Landscape Architect. Mike creates
streetscapes with sustainable, nature-based planning and
design approaches. He effectively engages the community to align
concepts with the local context and desires.
Julie Wirth-McGee, PWS, Environmental Specialist. Julie
contributes to developing alternatives that protect natural
resources while improving roadways. Her regulatory knowledge will
obtain compliance with regulatory agencies.
Bruce Baldwin, ISA, Arborist. Bruce can align project
improvements with preservation of natural resources by
applying forestry engineering. He will guide decisions related to
stormwater, waterlines, and utility undergrounding.
Nick White, PLS, Surveyor. Surveyor with direct experience in
Tigard, who will provide accurate surveys to support
developing concepts, designs, and ROW.
Kari Lowe, SR/WA, Right of Way Agent. Kari will integrate
ROW services to streamline analyses and designs tasks,
minimize impacts to adjacent property owners, and facilitate a
smooth acquisition phase.
Andrea Blaser, Architectural Historian. Andrea minimize
agency reviews of cultural resource studies by providing
documentation that can be easily reviewed and approved.
40%
40%
40%
50%
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
Appendix A
TEAM CAPABILITIES MATRIX & RESUMES
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
Kittelson Team Capabilities
CAPABILITIES
Project Management & AdministrationTraffic AnalysisAlternatives AnalysesPublic InvolvementSurveyTechnical StudiesHydraulic & Stormwater AnalysisEnvironmental PermittingFish PassageLand Use PermittingRight-of-Way Utility CoordinationUtility UndergroundingRetaining Wall DesignLandscape ArchitectureGeotechnical EngineeringDesign Engineering (Final PS&E)Alternative Project Delivery EvaluationConstruction Engineering Constructability/ BiddabilityOwner’s RepresentationClaims SupportWaterline DesignSTAFF
Nick Polenske, PE, Project Manager O O O O O O O O O O O O O
Anthony Yi, PE, Principal Engineer O O O O O O O O O O O
Keisuke Harry, PE, Roadway Engineer
Wade Scarbrough, PE, Traffic Engineer
Nicholas McMurtrey, PE, Stormwater EngineerO O O O
Fulgence Bugingo, PE, Waterline Engineer/ Utility Coordinator
Chad Maxwell, PE, Construction ManagerO
Kimi Sloop, Public Involvement Lead
Ian Machan, PE, Alternative Delivery Advisor
Stuart Garth, PE, Structural Engineer
James Walters, PE, Geotechnical Engineer
Alia Hubbard, Environmental Scientist
Mike Faha, PLA, Landscape Architect
Julie Wirth-McGee, PWS, Environmental Specialist
Bruce Baldwin, ISA, Arborist
Nick White, PLS, Surveyor
Kari Lowe, SR/WA, Right of Way Agent
Andrea Blaser, Archeological Historian
Skilled In O Managed
Kittelson Consor AKS Shannon & Wilson
GreenWorks Commonstreet AINW
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Project Manager
EDUCATION
• BS, Civil Engineering,
Portland State
University
YEARS OF EXPERIENCE
• 10
LICENSE
• Professional Engineer:
OR (#88867)
AFFILIATIONS
• American Public Works
Association
ABOUT
Nick specializes in roadway design. Having led preliminary and final design
processes, Nick has demonstrated an exceptional ability to coordinate
multidisciplinary teams, making sure tasks are completed in the appropriate
sequence to maintain schedules and control costs. His experience includes
leading roadway and traffic disciplines on pavement preservation projects,
establishing bicycle and pedestrian facilities, designing ADA compliant ramps,
implementing safety improvements, developing stormwater conveyance and
treatment systems, and providing bidding and construction support services.
Nick approaches design efforts with a holistic perspective, understanding
a transportation facility has multiple purposes and can provide beneficial
outcomes, like improved safety and congestion, enhanced accessibility,
increased transportation choices, encouragement of active transportation, and
incentivize economic development.
NICK POLENSKE | PE
PROJECT EXPERIENCE
Tiedeman Avenue Multimodal Study; Tigard, OR. Nick led the roadway design
elements for the Teideman Avenue Multimodal Study. The project involved
completing a traffic analysis, developing and analyzing alternatives, and creating
concepts to address operational, safety, and connectivity deficiencies in the
corridor. Nick led efforts to complete the 30% design plans, cost estimates,
visualizations, and stormwater plan.
Templeton-Twality Safe Route to School Grant Application; Tigard. OR. Nick
managed the team that prepared conceptual designs to help the City of Tigard
prepare a Safe Routes to School (SRTS) grant application. The work involves five
specific project sites all varying from illumination upgrades to roadway widening
to aid with pedestrian and bicycle upgrades. These improvement will provide
critical connections for the SRTS program.
79th Avenue Corridor Plan; Tigard, OR. Nick is leading the conceptual design
efforts to improve bicycle and pedestrian safety along 79th Avenue in Tigard.
Phase I is a short-term conceptual design phase using the existing roadway cross
section and a pavement rehabilitation project and Phase II preparing a longer-
term conceptual design to support a future capital improvement project to
provide a more uniform cross section through the corridor.
OR99W Street Lighting Design; Tigard, OR. Nick seamlessly transitioned
this project from a previous project manager and successfully led the
multidisciplinary team that designed illumination upgrades at eight intersections
along OR 99W with specific pedestrian and bicycle improvements at the OR
99W/Bull Mountain Road intersection. Nick led the roadway design efforts,
utility coordination, and specification writing.
Willamette Falls Path/OR99E Enhancements; Oregon City, OR. Nick is
the roadway design lead for this conceptual design of pedestrian and bicycle
improvements through Oregon City along OR99E. This project team investigated
a shared-use path to provide access to the future Willamette Falls Riverwalk and
the Tumwata Village development. This shared-use path is intended to contribute
to the sense of place and community identity while providing recreational access
and closing a critical gap in the region’s active transportation network for people
walking, biking, and rolling.
West Linn Arterial Roadway & OR43/Marylhurst Protected Intersection;
West Linn, OR. Nick was the roadway design lead for the conceptual design of
new bicycle and pedestrian improvements along Willamette Falls Drive from the
Tualatin River to I-205 in West Linn. Improvements include adding continuous
sidewalks, separated bike facilities along Willamette Falls Drive, and protected
intersections at all major intersections along the corridor. Nick was responsible
for leading the West Linn Transportation System Plan update to incorporate this
conceptual design.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Principal Engineer
EDUCATION
• BS, Civil Engineering,
University of Portland
YEARS OF EXPERIENCE
• 25
LICENSE
• Professional Engineer:
OR (#59948)
AFFILIATIONS
• American Council of
Engineering Companies
• American Public Works
Association
• Institute of
Transportation
Engineers
ABOUT
As a Tigard resident, Anthony understands and experiences many of the City’s
key issues, while also enjoying the many amenities in the community. He is
an experienced transportation engineer with expertise in traffic engineering
and transportation planning. His expertise are used to carry out collaborative
planning and design processes that establish transportation facilities that
optimize operations, improve safety, and relieve congestion. Anthony has
worked on traffic operations and safety assessments, multimodal planning
and design, parking assessments, conceptual designs, corridor analyses,
transportation impact analyses, and traffic design plans (traffic control, traffic
signals, roadway illumination, signing & striping). His project experience also
includes community involvement aspects such as planning and facilitating
public workshops and presentations, and leading stakeholder discussions with
interested parties and public officials.
ANTHONY YI | PE
PROJECT EXPERIENCE
Tigard On-Call Planning & Engineering Services; Tigard, OR. Anthony has
served as the contract manager, quality assurance/control lead, project
manager, and task leader on transportation planning and traffic engineering
projects throughout Tigard. His recent projects include:
• 79th Avenue Corridor Improvements
• Traffic Signal & ITS Support
• Templeton-Twality Safe Routes to School Grant Application
OR 8: Oak/Baseline/10th Avenue Couplet Conceptual Plan; Hillsboro, OR. A
partnership between ODOT, Washington County, and City of Hillsboro worked
on identifying ways to improve the OR 8 couplet through downtown Hillsboro.
Anthony provided his expertise in traffic operations and design to assist with
preparing the concept plan. This plan will guide incremental improvements
through private development investments to reduce the access barriers and
increase the comfort and utility of the corridor, particularly for pedestrians,
bicyclists, and transit users. The City of Hillsboro has adopted the plan.
US 101 & US 126 Streetscape; Florence, OR. Kittelson supported Consor on
improving mobility and safety, with an emphasis on bicyclists and pedestrians,
through Florence along US 101 between US 126 and the Siuslaw River Bridge and
US 126 between US 101 and Quince St. Anthony led the traffic design elements,
which included traffic signal improvements, upgrades to the pedestrian signal
equipment, and new ADA ramps at the US 101/US 126 and US 101/Rhododendron
Drive intersections. The improvements are constructed and Kittelson provided
engineering support services during construction.
NE 28th Avenue Complete Street; Hillsboro, OR. The City of Hillsboro
converted NE 28th Avenue into a complete street. Anthony led all the traffic
analyses to define the roadway improvements. During the design phase
he prepared PS&E documents for a new traffic signal, fiber interconnect,
rectangular rapid flashing beacons, LED illumination, signing & striping, and
traffic control. Anthony also provided construction engineering services for all
traffic elements.
NE Cornell Road Corridor Improvements; Hillsboro, OR. Kittelson completed
a transportation study of Cornell Road between Main Street and 25th Avenue
to evaluate safety and capacity improvements. Anthony led a team that
evaluated the near- and long-term transportation conditions, developed a
set of recommendations and concept plans, and presented key findings and
recommendations to the City of Hillsboro and Washington County. The array
of potential safety and capacity improvements included roundabouts and
signalized intersections.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Roadway Engineer
EDUCATION
• BS, Civil Engineering,
Oregon State
University
YEARS OF EXPERIENCE
• 8
LICENSE
• Professional Engineer:
OR (#91539)
AFFILIATIONS
• American Public Works
Association
ABOUT
Keisuke has experience leading the preparation of PS&E documents to convert
roadways into complete streets. He works with multidisciplinary teams to design
roadways, prepare traffic control plans, and make curb ramps ADA compliant.
His traffic analysis capabilities are used to inform developing and analyzing
alternatives and then creating feasible concepts that can easily transition into
the final design and construction phases. He is driven to continuously learn and
find ways to improve design approaches that enhance safety and accessibility
for all people.
KEISUKE HARRY | PE
PROJECT EXPERIENCE
Boeckman Road Improvements Progressive-Design-Build; Wilsonville,
OR. Kittelson is a major subconsultant for this progressive-design-build
roadway improvement project. The improvements include a new bridge, new
roundabout, and bicycle and pedestrian enhancements to upgrade this rural
road to an urban context. Keisuke worked on completing an intersection
control evaluation that compared signalized and roundabout alternatives, led
preparation of PS&E documents for the roundabout, and assisted in staging and
sequencing construction activities in a way that maintains traffic on three legs
of the intersection. During construction, he coordinated with the construction
team, and Consor (Owners Representative) to verify adequate drainage, resolve
utility conflicts, and be the main point of contact for Kittelson.
OR99W/OR18 Curb Ramps; McMinnville, OR. Kittelson is designing over 300
new curb ramps along OR99W and OR18 through McMinnville. Keisuke is
leading roadway engineering tasks and serving as the deputy project manager.
He is coordinating a team of civil designers to improve over 100 ramps along
OR99W to current ADA standards.
Shute Road Multi-Use Path; Hillsboro, OR. Keisuke led roadway design
activities to support constructing a new multi-use path along Shute Road
adjacent to Intel’s Ronler Acres Campus. The project includes a new traffic
signal, new ADA ramps, roadway narrowing, an enhanced pedestrian crossing
with a rectangular rapid flashing beacon, new street lighting, two additional
signal modifications, and a regional stormwater quality facility.
Arndt Road Extension (Barlow Road to Canby); Clackamas County, OR.
Kittelson supported Clackamas County with studying the roadway network
in the Barlow community east of the Molalla River to improve connectivity
between I-5 and OR99E through Canby. The project was conducted in two
phases to identify lower-cost improvements that could be constructed in the
short term and evaluated a series of long-term higher-cost solutions. Keisuke
designed and evaluated long-term alternatives, like extending Arndt Road to
a new terminus at three possible locations along OR99E. These alternatives
included a new Molalla River bridge crossing, a roundabout, signalized
intersections, and extensive considerations for the railroad parallel to OR99E.
Bend North Corridor Design-Build; Bend, OR. Keisuke supported the traffic
analysis and design for the design-build team delivering the Bend North
Corridor project. He supported refining the US20 roundabouts concepts, traffic
analysis for both permanent and construction conditions, all traffic design
elements, and documenting construction traffic control strategies through
transportation management plans.
OR99W Streetlight Design; Tigard, OR. To improve safety and operations
at eight intersections in Tigard, Keisuke led the road design tasks with a
Kittelson led multidisciplinary team. The overall project involved upgrading
illumination at the eight intersections along OR99W with specific pedestrian
and bicycle improvements at OR 99W/Bull Mountain Road. Keisuke prepared
the constructable PS&E documents on time and within budget.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Traffic Engineer
EDUCATION
• BS, Civil Engineering,
University of Idaho
YEARS OF EXPERIENCE
• 28
LICENSE
• Professional Engineer:
OR (#65552)
AFFILIATIONS
• Institute of
Transportation
Engineers
ABOUT
Wade routinely performs transportation studies and develops geometric plans
for transportation . He is particularly adept at generating and refining conceptual
transportation solutions that safely and seamlessly accommodate all modes,
contribute to the quality of a place, and are responsive to design standards and
budget realities. His experience includes preparing PS&E documents for traffic
design elements including roundabouts, traffic signals, intelligent transportation
system (ITS) applications, signing & striping, street lighting, and traffic control
and detour plans. Throughout his career, Wade has worked collaboratively with
agencies to evaluate and implement multimodal transportation enhancements.
WADE SCARBROUGH | PE
PROJECT EXPERIENCE
Tiedeman Avenue Multimodal Study; Tigard, OR. Kittelson studied the
Tiedeman Avenue corridor between Walnut Street and Greenburg Road. This
project provides the City of Tigard with a preferred alternative design and cost
estimate to support its inclusion in the capital improvement projects list. Wade
provided his expertise in traffic operations, intersection design concepts, and
preliminary design to assist with creating feasible concepts.
72nd Avenue/Dartmouth Road Intersection Improvement; Tigard, OR.
Wade worked on developing preliminary geometric plans for intersection
improvements, which involved preparing final signing & striping and illumination
designs. He reviewed and coordinated with the development team that prepared
the signal design.
Walnut Street Improvements; Tigard, OR. Wade led the traffic analysis and
final traffic design to reduced lane widths along Walnut Street, which provided
capacity for pedestrian and bicycle facilities while minimizing costs and right-
of-way acquisitions. For Walnut Street/135th Avenue, he prepared conceptual
geometric layouts and a life cycle analysis of roundabout and signalized
alternatives. This enabled the City of Tigard to identify a preferred solution.
Upper Boones Ferry Road/SW Durham Road Advanced Traffic Management
System; Tigard, OR. Wade worked with the City of Tigard and Washington
County to develop and implement advanced signal timing and coordination
strategies for the corridor from I-5 to OR99W. He led the pathway analysis to
review the costs and benefits of alternatives for communications infrastructure.
He also led creating alternatives for improving conditions at the Tigard High
School pedestrian crossing.
OR 99W/Hall Boulevard & Greenburg Road Improvements; Tigard, OR. Wade
provided traffic studies and design services that led to constructing additional
turn lanes at the side street approaches and auxiliary through lanes on the
highway. He also prepared the traffic signal modification plans, along with
signing & striping, and lighting plans.
Boeckman Road Improvements Progressive-Design-Build; Wilsonville, OR.
Kittelson is providing traffic and roadway design services for this progressive-
design-build project. Wade developed solutions for complex roundabout
grading, resolved utility conflicts, and identified strategies to maintain traffic on
three legs of an intersection. In addition, Wade managed traffic design activities,
which included preparing detour plans for a road closure during construction of
a bridge.
Roundabout Experience. Wade is an expert in analyzing and designing
roundabouts. He has worked on over 100 intersections worldwide and
developed guidance for FHWA Roundabouts: An Informational Guide, First
Edition (reviewed the Second Edition) and FHWA Technical Summaries on
Roundabouts and Mini-Roundabouts. Recently he has provided analysis and
design services for roundabouts at OR219/Butteville Road in Woodburn,
Stafford Road: Rosemont to Pattulo in Clackamas County (with Consor), and
Campus Drive/Daggett Avenue in Klamath Falls.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Stormwater Engineer
EDUCATION
• BS, Civil Engineering,
Oregon State
University
YEARS OF EXPERIENCE
• 21
LICENSE/
CERTIFICATIONS
• Professional Engineer:
OR (#72710PE)
• US Green Building
Council, LEED AP
BD+C
• Institute for Sustainable
Infrastructure, ENV SP
AFFILIATIONS
• American Society of
Civil Engineers
• American Council of
Engineering Companies
• Returned Peace Corps
Volunteer
AWARDS
• APWA 2019 Project
of the Year, D Avenue
Improvements
ABOUT
Nick is experienced in the planning, design, and construction of various types
of stormwater projects, including conveyances, detention systems, low-
impact development, fish passage, and regional stormwater management
systems. Over the course of his career, he has worked on numerous drainage-
focused projects, incorporating design considerations for permit compliance,
constructibility, and ongoing maintenance. He brings a practical approach
toward design, seeking to balance the cost of improvements while meeting
regulatory agency requirements and providing water quality protections.
NICK MCMURTREY | PE, ENV SP, LEED AP
PROJECT EXPERIENCE
NW Springville Road: Joss to Kaiser; Washington County, OR. Nick managed
design, permitting, and construction support to Washington County for
upgrading NW Springville Road to arterial standards between NW Joss
Avenue to NW Kaiser Road. Improvements included new bike lanes, sidewalks,
utility relocations, right-of-way acquisition, illumination, and intersection
signal upgrades designed by Kittelson. Impervious surface discharges to
Bethany Creek’s primary outfall were intercepted with five new Low Impact
Development Approach (LIDA) sales meeting Clean Water Services (CWS)
Design & Construction Standards, including hydromodification requirements.
Nick evaluated and documented stormwater management to a secondary off-
site outfall managed by CWS. This extended dry basin was planned by CWS
to operate using real time data and weather forecasts into an automatically
controlled regional detention system along Bethany Creek.
D Avenue Improvements; Lake Oswego, OR. Nick led this project to address
pavement rehabilitation and pedestrian accessibility under the City of Lake
Oswego’s new Stormwater Management Manual (SWMM) standards, where
multimodal uses, mature trees, and available space vary. An alternatives
evaluation assessed the roadway’s impacts to competing project elements
such as private landscaping encroachments (fences, paths, parking,
vegetation, etc.), mature trees, and LIDA areas. The project was further
challenged with the neighborhood’s unique character, forcing a delicate
balance between stormwater, pedestrian, and pavement objectives using
a curbless design. The solution included traffic calming through extensive
landscaping, 43 LIDA stormwater management facilities, and a meandering
alignment over 10 blocks.
Villa Road Improvements; Newberg, OR. Nick managed this project from
design through construction to upgrade 1,500 feet of Villa Road to collector
street standards. He led a robust alternatives analysis to optimize horizontal
and vertical alignment and reconstruction through previously hazardous
reversing curves under a railroad crossing trestle. The roadway improvements
triggered Oregon fish passage law for replacing two existing culverts along
Hess Creek. Upgrades also required a complex Oregon Department of States
Land and US Army Corp of Engineers permits, including wetland mitigation,
LIDA, floodplain infill, wetland mitigation and post-construction monitoring.
Nick planned traffic control and closure phasing with the City of Newberg
and communicated impacts with the public on this critical north-south
transportation route. Other relevant work included extensive utility relocation
and undergrounding, retaining walls, landslide repair, right-of-way acquisition,
and phased project delivery to meet the City of Tigard’s budget.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Waterline Engineer/
Utility Coordinator
EDUCATION
• BS Civil Engineering
National School of
Public Works Algeria
YEARS OF
EXPERIENCE
• 27
LICENSES
• Professional Engineer:
OR (#74324)
AFFILIATIONS
• American Society of
Civil Engineers (ASCE)
AWARDS
• APWA Oregon Chapter
Transportation, Project
of the year 2023,
Boones Ferry Road
Improvement Project
• ACEC Award, ODOT
Newberg-Dundee
Bypass project
ABOUT
Fulgence is an experienced design engineer with practical field experience
on municipal drinking water storage and supply systems, stormwater and
street projects. He is also a subsurface utility engineering (SUE) specialist. As
Consor’s lead SUE engineer, Fulgence brings valuable experience with utility
conflict identification and analysis, utility relocation assessments, coordination,
and relocations. For over two decades, he has successfully managed a wide
range of complex utility coordination and relocation services for counties,
cities, and ODOT. His work spans roadway and interchange projects, as well as
water transmission and sewer pipeline systems, across the Pacific Northwest.
FULGENCE BUGINGO | PE
ABOUT
Willamette Water Supply Pipeline; Hillsboro, OR. Fulgence served as SUE
and utility coordinator for a 48-inch, 4-mile-long water transmission pipeline.
He located and documented utilities along SW 209th Avenue and SE Cornelius
Pass Road, maintained a Utility Base CAD file, and developed base mapping
for pipeline design. He also led utility field verification, conflict analysis, and
resolution, and reviewed relocation plans. Fulgence’s leadership ensured
effective utility coordination throughout the design and construction phases of
this critical water supply project.
I-5 at Beltline Interchange Storm Drainage & Water Quality Design; Eugene,
OR. Fulgence assisted with stormwater, water quality, and utility coordination
for the I-5 Beltline Interchange project. He completed final plans, specifications,
and relocation of a one-mile flood channel, along with designing water quality
facilities like detention ponds and bioswales. Fulgence coordinated utility
relocations totaling over $5 million and representing ODOT in notifications,
negotiations, and field inspections. He also applied Utility Verified Vertical and
Horizontal SUE techniques to resolve conflicts and review utility reimbursement.
SW Ridgewood Avenue & SW Grace Lane Water Facilities Improvement;
West Slope Water District, OR. Fulgence served as Consor’s project engineer,
assisting with construction administration for this water facilities improvement
project. The project involved replacing one mile of 6- to 12-inch water
distribution mains and coordinating permits with Washington County. Fulgence
worked on obtaining easements from the Beaverton School District to facilitate
smooth project execution. He contributed to the successful completion of this
essential water infrastructure upgrade, benefiting the local community.
OR 18: Newberg-Dundee Bypass Phase I & II; Yamhill County, OR. Fulgence
is leading utility coordination and relocation for this multi-phase highway
modernization project, creating a bypass around Newberg and Dundee. The
project includes 4-miles of highway, 63 structures, 25 stormwater facilities,
local street connections, and 4 interchanges, all requiring extensive utility
coordination. Fulgence applied SUE techniques to create a detailed utility
base map and lead efforts in conflict identification, relocation plan review,
utility special provisions, and construction observation. His leadership provides
seamless utility coordination, supporting the project’s overall success.
SE Division Street Reconstruction Project; Portland, OR. Fulgence provided
SUE and utility coordination services for the SE Division Street Reconstruction
project in Portland. He was involved with records research, survey, mapping,
conflict analysis, development of test hole recommendations, and coordination
of potholing. Work also included review and approval of utility relocation
plans, and review of reimbursable utility relocations. The Division Street project
provided roadway infrastructure, streetscape, traffic safety, sanitary sewer and
stormwater management improvements to support the City of Portland Green
Street/Main Street Plan. The effort relieved the sewer backup and deficient
pipes within the project limits.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Construction
Manager
EDUCATION
• BS, Civil Engineering
Portland State
University
YEARS OF
EXPERIENCE
• 19
LICENSE/
CERTIFICATIONS
• Professional Engineer:
OR (#76500)
• ODOT Certified General
Construction Inspector
(#44321)
AFFILIATIONS
• American Public Works
Association
AWARDS
• APWA 2024 Project
of the Year Award
Boones Ferry Road
Improvements Project
ABOUT
Chad is a Construction Project Manager who is highly knowledgeable
about construction materials, quality documentation, and Oregon Standard
Specifications, holding several ODOT inspection certifications. With a
strong background in design, utility coordination, and constructibility,
Chad excels at identifying and resolving potential issues early. Focused on
building strong client and contractor relationships, he ensures high-quality
construction while managing costs and schedules. His diverse experience
as a designer, inspector, and project manager makes him a leader in
handling complex projects.
CHAD MAXWELL | PE
PROJECT EXPERIENCE
Boones Ferry Road Improvements Construction Management - Phase
1; Lake Oswego, OR. Chad was the Construction Manager for a $23M
project improving pedestrian, bicycle, and vehicular safety on Boones
Ferry Road. This modernization included new storm and water systems,
stormwater treatment, landscaped medians, bike lanes, sidewalks, five
signalized intersections, rectangular rapid flashing beacons, 53 ADA-
compliant ramps, and undergrounding 1 mile of utilities. Chad managed
pre-construction tasks, such as reviewing PS&E, constructibility, and
staging, and led contractor procurement. During construction, he provided
continuous construction management, contract administration, and
inspection services, verifying traffic, pedestrian flow, and business access
were maintained throughout this high-traffic corridor.
Jefferson Parkway Pavement Rehabilitation Project; Lake Oswego,
OR. Consor provided professional design and construction management
services for the pavement rehabilitation of Jefferson Parkway. The
construction included full depth reclamation for the three-lane road, ADA
ramp and intersection improvements, and stormwater inlet replacement
for approximately one mile of Jefferson Parkway. Chad worked with the
contractor and the inspectors to verify ADA compliance for several ramps
replaced with the street reconstruction.
OR47/E Main Street Sidewalk Improvements; Gaston, OR. Chad led
this $2M road widening and pedestrian improvement project for the
City of Gaston and ODOT. The work included several new Low Impact
Development Approach stormwater treatment facilities, water and storm
upgrades, a new retaining wall, ADA compliant curb ramps, a rapid flashing
beacon, and sidewalk infill to increase connectivity for pedestrian access
at one of the busiest intersections in town. Chad drafted contract change
orders, assembled monthly progress estimates, and led weekly team
meetings as part of his overall project coordination and management.
SE Lake Road; Milwaukie, OR. Chad led the $5M construction phase of this
ODOT/FHWA-funded project in Milwaukie, which included road widening,
water and storm system upgrades, stormwater treatment, retaining walls,
bike lanes, and ADA ramps. He coordinated with the Engineer of Record,
ODOT, City of Milwaukie, and Contractor, resolving utility delays and
negotiating change orders to maintain the project schedule and budget.
Lancaster Drive: Center Street - Monroe Avenue; Marion County, OR. This
was a $1.6M Marion County project to rehabilitate the pavement, replace
curbs and sidewalks, reconstruct 14 ADA curb ramps, improve the drainage
system, and upgrade a traffic signal to improve pedestrian connectivity in
this busy corridor. Chad and his team led the construction efforts for this
ODOT certified local agency project to make sure all documentation met
ODOT standards.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Public Involvement
Lead
EDUCATION
• Master of Public
Administration,
Portland State
University
• BA, Political Science,
Willamette University
YEARS OF
EXPERIENCE
• 25
AFFILIATIONS
• Westside Economic
Alliance
ABOUT
Kimi is a public involvement specialist with a background in planning,
facilitation, public engagement, and project management. She specializes
in engaging and educating the public about public infrastructure, land use,
and transportation. Her experience includes developing and implementing
community engagement strategies to involve the public from project
conception through construction. With a goal of building community
support and ownership of public projects, Kimi has designed hundreds
of public involvement processes including stakeholder interest groups,
interviews, public workshops, and open houses.
KIMI SLOOP
PROJECT EXPERIENCE
Main Street - Green Street Phase 1; Tigard, OR. Kimi was part of the
communications team that worked with the businesses in downtown
Tigard during construction to promote the “Open for Business” campaign.
She talked with business owners, wrote business owner profiles, and
provided project updates via the City of Tigard’s website.
72nd Avenue Improvements; Tigard, OR. Kimi was part of the
communications team that provided construction updates to property
owners along 72nd Avenue during a full road closure to facilitate
necessary street improvements. The outreach activities included providing
information to businesses and residents near 72nd Avenue about the road
closure schedule and alternative access during construction.
Tigard-Metzger North South Improvement Project, Tigard, OR. Kimi
provided property owner communications during design and construction
of a Tualatin Valley Water District water pipeline in the Tigard-Metzger
area. This assignment includes providing notification to property owners
of pending work in the neighborhood, construction communications, and
meet the contractor open house.
New Burnham Street; Tigard, OR. Kimi supported development of a
communications plan that provided necessary outreach to business and
property owners affected by the two-year Burnham Street construction.
The firm also assisted the City of Tigard with ongoing communications –
arranging public meetings and preparing news releases, fact sheets, and
website materials – to keep the public informed about the project. New
Burnham Street was awarded the national Project of the Year Award by
the American Public Works Association.
Willamette Water Supply Program; Washington County, OR. As part
of the communications team, Kimi is leading the public outreach for the
segment of the Willamette Water Supply pipeline being constructed in
the South Hillsboro area and in the Cooper Mountain/Scholls Ferry area.
Outreach efforts have included:
• Public Opinion Polling
• Message Development
• Website Development & Maintenance
• Educational Materials
• Community & Elected Official Briefings
• Surveys
• Open Houses
• Video Production
• Social Media Postings
• Newsletters
• Mailings
• Property Owner Communications Before and During Construction
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Alternative Delivery
Advisor
EDUCATION
• MS, Construction
Management, Oregon
State University
YEARS OF EXPERIENCE
• 23
LICENSE
• Professional Engineer:
OR (#81009)
AFFILIATIONS
• American Public Works
Association
• American Council of
Engineering Companies
• Construction
Management
Association of America
AWARDS
• APWA 2024 Project
of the Year Award
Boones Ferry Road
Improvements Project
ABOUT
Ian has extensive experience in construction project management for
both local agency and state/federal construction projects. He has a
strong background in alternative delivery, contract administration, change
management, and dispute resolution. Ian has served in an Owner’s Advisory
role for numerous projects in Oregon and Washington, assisting with
selection of alternative delivery methods, contractor procurement, and risk
management throughout the life of the project.
IAN MACHAN | PE
PROJECT EXPERIENCE
Boones Ferry Road Improvements; Lake Oswego, OR. Ian advised the City of
Lake Oswego on developing a Best Value contractor procurement process and
oversaw construction for this $23M project to improve pedestrian, bicycle, and
vehicular safety on Boones Ferry Road. The project included new stormwater
and water systems, landscaped medians, bike lanes, expanded sidewalks, new
signage, traffic signals, and 43 ADA-compliant ramps. Nearly a mile of utilities
was undergrounded, and complex Temporary Pedestrian Access Routes and
staging provided uninterrupted traffic and pedestrian flow. Ian’s leadership
contributed to the project’s success, enhancing safety and aesthetics in this
high-traffic business corridor.
Boeckman Road Owner’s Representative Services; Wilsonville, OR. Ian
helped develop the progressive-design-build procurement process and
contractor selection for this four-part project. The project includes a bridge
over Boeckman Creek, urbanizing a rural road with multimodal improvements,
installing sanitary sewer trunk mains, building a joint-utility trench, and
constructing a roundabout. Ian’s team advised on best practices, reviewed
deliverables, assisted with public outreach and cost analysis, and negotiated
three guaranteed maximum price (GMP) agreements. Two early work
packages, including the bridge, were completed successfully, and Ian’s team
continued providing full-service construction management, inspection, and
administration for the final phase.
Murphy Corridor Improvements; Bend, OR. Ian, as Principal-in-Charge,
collaborated with the City of Bend and the PDB team to deliver this award-
winning project, improving vital east-west connectivity in Bend. Consor
provided construction management, document control, public outreach, and
quantity verification. Ian’s team negotiated several GMPs with the contractor,
controlling cost. Consor also conducted a bridge inspection during the final
phase, confirming construction adhered to City of Tigard standards. The
project enhanced transportation infrastructure and won accolades for its
execution and design.
Awbrey Butte Distribution Improvements; Bend, OR. Ian coordinated
with the City of Bend and the PDB contractor team to deliver this critical
water infrastructure project. Consor provided Owner’s Representative and
Construction Management services, overseeing the upsizing of 14,000 feet of
aging water pipe and installing 9,000 feet of new pipe to improve capacity, fire
flow, and hydraulic performance. Ian’s team facilitated communication, assisted
with pre-construction phases, and successfully negotiated several GMPs. Over
the estimated three-year construction, his team made sure the project stayed
aligned with PDB best practices.
Steigerwald Floodplain Restoration Project; Lower Columbia Estuary
Partnership, OR. Ian was Principal-in-Charge for this $21M project to restore
965 acres of floodplain at Steigerwald Lake National Wildlife Refuge. The
project reconnected Gibbons Creek to the Columbia River floodplain, reduced
flood risk for nearby cities, improved fish and wildlife habitats, and enhanced
the Refuge’s trail system. The project moved 1.7 million cubic yards of earth
and raised SR-14 by three feet to improve upland habitats and flood resilience.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Structural Engineer
EDUCATION
• MS, Civil Engineering,
Portland State
University
• BS, Civil Engineering,
Portland State
University
YEARS OF EXPERIENCE
• 10
LICENSE
• Professional Engineer:
OR (#86033)
ABOUT
Stuart is a skilled structural engineer specializing in bridge engineering. His
expertise includes load rating existing bridges, performing independent
checks on bridge widenings and seismic retrofits, assisting in seismic
retrofit design, and retaining wall layout and design. Stuart also has
experience designing new precast slab bridges and calculating and
verifying bridge and roadway quantities.
STUART GARTH | PE
PROJECT EXPERIENCE
ADA Path & Retaining Wall; Tillamook, OR. Stuart designed an ADA-
compliant pedestrian path leading to a basement entrance of City Hall.
He worked with City of Tillamook staff to develop the most practical
path layout, using survey data, a site visit, and building as-constructed
drawings. He also consulted with the City of Tillamook’s chosen contractor
responsible for construction. Stuart designed the path, a retaining wall and
wall footings, and handrails to conform with ADA and OSHA standards.
I-205 Widening; Oregon City, OR. As part of the Consor bridge design
team, Stuart completed the independent check for the I-205 bridge
over Main Street in Oregon City, which is being widened and seismically
retrofitted as part of the project. Stuart’s work included determining
design loads (dead, live, and seismic), and performing structural analysis
on the retrofitted bridge. He also assisted with design of the 2,717-foot
long 15-span Abernethy Bridge and quantity calculations. He also designed
the concrete masonry unit retaining wall with reinforced concrete footing
adjacent to the Abernethy Elm Stump historical landmark.
US97:OR58 – California Border; OR. Stuart assisted with the 1,179-foot
long 16-span Link River Bridge seismic retrofit design by designing infill
shear walls, footings, and piles. He also completed an independent check
for the Green Springs Bridge seismic retrofit that included determining
design loads (dead, live, and seismic), generating a three-dimensional
bridge model to determine forces in the various design components being
checked. He also determined the capacities of those same components.
Foothill Road Widening: Corey Road to East Vilas Road; Jackson
County, OR. This project involved widening and realigning a county road,
replacing two 48-inch diameter pipes with a new 14-foot-9-inch open-
bottom concrete culvert with wingwalls, and adding a gravity concrete
retaining wall to avoid right-of-way impacts on adjacent properties.
Stuart completed the bridge design, coordinating closely with roadway,
geotechnical, and hydraulics engineers to establish the appropriate design
parameters and project staging. He also prepared the structural special
provisions, calculated quantities, and developed the project estimate.
Murphy Corridor Design/Build Construction Support; Bend, OR. Stuart
performed third-party quantity verification for this project that widened a
roadway and added walkways and landscaping. He generated independent
quantities for excavation, backfill, roadway structural sections, concrete
sidewalks and walkways, new underground utilities, and landscaping.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Geotechnical
Engineer
EDUCATION
• MS, Geotechnical
Engineering, Oregon
State University - 2013
• BS, Civil Engineering,
Oregon State
University - 2012
YEARS OF
EXPERIENCE
• 11
LICENSE
• Professional Engineer:
OR (#86021)
AFFILIATIONS
• American Society of
Civil Engineers
• American Public Works
Association
ABOUT
James is a geotechnical engineer with a strong background in subsurface
field explorations, including drilling and soil sampling, pavement design,
geotechnical report writing, and geotechnical engineering design and
analysis, including slope stability, seepage analysis, settlement, deep
foundations, and earthquake engineering. His experience includes working
on high-volume major interstate widenings to low-volume residential
streets and roundabout projects for clients throughout the Pacific
Northwest and specifically in the City of Tigard. James has collaborated
with numerous agencies to successfully deliver these projects.
JAMES WALTERS | PE
PROJECT EXPERIENCE
US20 at Tumalo Roundabout; Tumalo, OR. James supported the Kittelson led
team as geotechnical engineer. This project constructed safety improvements
to US20, including a roundabout, roadway widening, new retaining walls,
cut slopes, sidewalks, and bike and pedestrian facilities. As a subconsultant
to Kittelson, Shannon & Wilson performed geologic site characterizations
and developed geotechnical parameters for the design of the roundabout
and associated features. In addition, Shannnon & Wilson performed site
reconnaissance, geotechnical explorations, and laboratory testing. The
geotechnical analyses included, seismic site class and geo-seismic hazards,
lateral load and sliding resistance for retaining walls and culvert foundations,
earth pressures on retaining walls and culvert, and embankment settlement.
US97: Lower Bridge Way - 10th Avenue; Terrebonne, OR. ODOT is planning
improvements at US97/Lower Bridge Way in Terrebonne due to safety
concerns because of the increased traffic volume on US 97. James is the
geotechnical engineer who supported the Kittelson led team that prepared
design document for a new interchange overcrossing, highway retaining walls,
and the local roadway improvement. Shannon & Wilson provided geotechnical
engineering services, including geotechnical fieldwork and explorations
consisting of 17 borings, soil sampling, laboratory testing, geotechnical design
evaluations and recommendations, and construction considerations for the
proposed project. The geotechnical project features include driven pile
foundations, spread footing foundations, MSE retaining walls, embankment
slope stability, and soft ground settlement evaluations.
Tigard Street-Fanno Creek Bridge Replacement; Tigard, OR. The City of
Tigard intends to replace the North Dakota Street: Fanno Creek Bridge with
a new wider bridge on the same alignment. The original wooden bridge
was constructed in 1962 and often overtops during flood events and has
sub-standard pedestrian facilities. James is providing geotechnical services
for the project, including field explorations and geotechnical engineering
services to support the proposed bridge replacement. Our current scope
of services includes site reconnaissance, field explorations, and engineering
recommendations for walls, bridges, and pavement. Additionally, Shannon &
Wilson provided hazmat services for the project.
72nd Avenue Improvements | Tigard, OR. James is providing geotechnical
services to support transforming 72nd Avenue into a complete street
with pedestrian and bicycle crossings, enhanced streetscape, and new
lane configurations. As a subconsultant to Kittelson, James is leading
site reconnaissance, subsurface explorations, collection of samples for
laboratory testing, performance of geotechnical engineering evaluations, and
development of geotechnical design recommendations.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Environmental
Scientist
EDUCATION
• BS, Environmental
Sciences, Geography,
GIS, Oregon State
University
YEARS OF EXPERIENCE
• 15
ABOUT
Alia has 15 years of experience in environmental field work, including soil
sampling, groundwater sampling, and natural resource field surveying. She
has developed a number of All Appropriate Inquiry Phase I Environmental
Site Assessments, including real property transactions, corridor
assessments, and railroad improvements. She has also performed more
than a dozen Hazardous Material Corridor Studies (HMCS) for government
agencies. In addition, Alia has aided in authoring Phase II Environmental
Site Assessment (Phase II ESA) reports, including soil and groundwater
sampling/monitoring, utilizing analytics, and developing conclusions and
mitigation/remediation recommendations.
ALIA HUBBARD
PROJECT EXPERIENCE
US97: NW Lower Bridge Way - 10th Avenue; Terrebonne, OR. ODOT is
planning improvements at US97/Lower Bridge Way in Terrebonne due
to safety concerns because of the increased traffic volume on US 97. The
project includes a new interchange overcrossing, highway retaining walls,
and local roadway improvements. Alia supported the Kittelson led team by
completing a HMCS, shoulder soil sampling, and Phase II ESA sampling of
agricultural lands.
Tigard Street-Fanno Creek Bridge Replacement; Tigard, OR. The City of
Tigard is replacing a roadway bridge carrying Tigard Street over Fanno
Creek. The project plans to widen the roadway by approximately 10 feet in
each direction to accommodate a bike lane and sidewalk. Alia completed
the HMCS, conducted a hazardous building material survey, sampled
shoulder soil and groundwater.
Red Rock Creek Stabilization & Enhancement; Tigard, OR. Shannon
& Wilson is providing geotechnical services to support the design,
stabilization, restoration, and prevention of further erosion along Red
Rock Creek. Shannon & Wilson prepared a comprehensive assessment
of subsurface conditions and geotechnical hazards, beginning with a
desktop study followed by a geologic reconnaissance of the site. A
detailed geotechnical field exploration program was conducted, including
laboratory testing on soil samples from borings and engineering analyses
to evaluate soil properties. Key recommendations were developed for
slope stability at the SW 72nd Avenue culvert outfall, stabilization of
the sanitary sewer line along Red Rock Creek, and analyses for a new
culvert at SW 74th Avenue, culminating in the preparation of a thorough
geotechnical report. Alia was part of the Shannon & Wilson team.
Wall Street Phase I Environmental Site Assessment; Tigard, OR. Alia
was a part of the staff team that completed a Phase I ESA on 13045 and
13225 SW Wall Street. The project involved a comprehensive review of the
current and historical uses of the property and its surroundings, including
data from tax assessor records, City of Tigard directories, historical
maps, and aerial photographs. State and federal databases of known
and suspected contaminated sites were reviewed, along with regulatory
agency file records for selected sites. A site reconnaissance was conducted
and additional information on the property’s physical setting was gathered
through interviews with individuals knowledgeable about the property.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Landscape Architect
EDUCATION
• BS, Oregon State
University
YEARS OF EXPERIENCE
• 39
LICENSE/
CERTIFICATION
• Professional Landscape
Architect: OR (#0242)
• LEED Accredited
Professional
AFFILIATIONS
• Fellow of the American
Society of Landscape
Architects
• American Society
of Civil Landscape
Architects, Oregon
Chapter Former
President
• Urban Greenspace
Institute
AWARDS
• City of Tigard - Main
Street Green Street,
Honor Award, ACEC
OR, 2024
• Oregon City - Molalla
Avenue: Beavercreek
Road to OR 213, Honor
Award, ACEC OR, 2024
ABOUT
Mike is the founding Principal of GreenWorks. He believes that good
design addresses economic, ecological, and social needs to create
livable communities. With nearly four decades of experience leading
multidisciplinary teams to design complex projects, Mike knows
how to anticipate problems before they arise, saving his clients time,
money, and resources.
MIKE FAHA | PLA, LEED AP, FASLA
PROJECT EXPERIENCE
Boeckman Road Improvements Progressive-Design-Build; Wilsonville,
OR. Mike is the Principal landscape architect for four interrelated public
works projects on Boeckman Road in northeast Wilsonville. The projects
address roadway safety with upgrades to traffic infrastructure and multi-
modal improvements to pedestrian and bicycle facilities.
OR99W Pedestrian Bridge; Sherwood, OR. Principal landscape architect
on the development of a pedestrian crossing over OR99W and Elwert
Road in Sherwood. The design includes irrigation and planting plans,
vegetated stormwater facilities, and restoration of disturbed natural areas.
Molalla Avenue Streetscape; Oregon City, OR. Principal landscape
architect on a project to upgrade a key corridor of Molalla Avenue to
include multimodal transportation and public transit in addition to
vehicular traffic. A gateway feature was designed for the southeast end of
Molalla Avenue to introduce visitors to the district.
Cascade Avenue (US 20) Streetscape; Sisters, OR. Principal landscape
architect on a project to increase roadway safety and pedestrian access
while improving streetscape features, including trees, furniture, and
paving. Kittelson worked alongside GreenWorks to integrate the traffic
improvement and streetscape.
Main Streets on Halsey; Fairview, Wood Village, and Troutdale, OR. As a
subconsultant to Kittelson, Mike is working on improvements to a five-mile
corridor of Halsey Street spanning Fairview, Wood Village, and Troutdale
in east Multnomah County. The project will link these communities
with pedestrian and bicycle friendly facilities that create a cohesive
corridor while allowing each community to develop its own character
and amenities. GreenWorks developed a toolkit of design elements and
contributed to conceptual designs that address roadway safety, green
infrastructure improvements, recreational opportunities, community
connections, and special opportunity areas.
Basalt Creek Extension; Tualatin, OR. Principal landscape architect
working on the extension of the Basalt Creek Parkway eastward from SW
Grahams Ferry Road to a new intersection at SW Boones Ferry Road. The
new roadway will offer safe, multimodal access while addressing capacity,
safety, and pedestrian and bicycle connectivity.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Environmental
Specialist
EDUCATION
• BS, Environmental
Studies, University of
Oregon
• MS, Forest Resources/
Natural Resources
Policy and Law, Oregon
State University
• MS, Public Policy
In Environmental
Policy, Oregon State
University
YEARS OF EXPERIENCE
• 20
CERTIFICATIONS
• Professional Wetland
Scientist (PWS #2279)
• ODOT Certified
Environmental
Construction Inspector
(#48815)
• ODOT Qualified
Endangered Species
Act Biologist for ESA
Documentation
ABOUT
Julie is a certified Professional Wetland Scientist with 20 years of
experience specializing in transportation projects. She provides
expertise in wetland delineations, functional assessments, wildlife
habitat assessments, and local, state, and federal permitting, including
Endangered Species Act (ESA) compliance. Julie’s strong relationships
with regulatory personnel help streamline environmental permitting.
Previously, she worked as an Engineering Technician 3 at Clean Water
Services, reviewing applications and issuing Service Provider Letters as
both an employee and consultant.
JULIE WIRTH-MCGEE | PWS
PROJECT EXPERIENCE
Main Street Improvements; Banks, OR. Julie was the Senior Environmental
Specialist leading the fieldwork and permitting effort for this project along
OR 47. The West Fork Dairy Creek, three wetlands, and several ditches
were identified within the project area and were documented in a Wetland
and Water Delineation Report. The construction of a new stormwater
outfall below the ordinary high water mark of the West Fork Dairy Creek
required pre- and post-construction Stream Function Assessment Method
(SFAM) assessments, and a wetland functional assessment was prepared
to document functions and values provided by the impacted wetlands.
Impacts within the West Fork Dairy Creek were determined to be “self-
mitigating” and resulted in no long-term functional loss, as evidenced by
the predicted conditions SFAM results.
I-5: Roberts Creek Road-South Umpqua River; Douglas County, OR.
As Senior Environmental Specialist, Julie completed all required wetland
and waters delineation fieldwork and permitting for this ODOT Region 3
project. The project included northbound and southbound auxiliary lanes
along I-5 to allow truck traffic to safely traverse the Roberts Mountain
pass without slowing down through traffic. Two wetlands, one unnamed
tributary, five drainages, and several ditches were delineated within the
121-acres study area. Julie prepared a Wetland and Waters Delineation
Report, Joint Permit Application, FAHP documentation, wetland
functional assessment, and existing and predicted state stream functional
assessments using SFAM.
Hayesville Drive Bicycle & Pedestrian Improvements; Marion County, OR.
Julie was the Senior Environmental Specialist leading the fieldwork and
ESA documentation effort for this transportation project that included
the construction of sidewalks, bike lanes, and signal improvements along
the highly-traveled Hayesville Drive corridor between Portland Road and
Fuhrer Street.
Empire Boulevard Sidewalk Project; Coos Bay, OR. Julie was the Senior
Environmental Specialist leading the fieldwork and permitting effort for
this roadway widening project that included the construction of bicycle
lanes, sidewalks, and on-street parking along the highly traveled Empire
Boulevard corridor from Newmark Avenue to Wisconsin Avenue along the
Oregon Coast.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Senior Certified
Arborist
EDUCATION
• BS, Forest Engineering,
Oregon State
University
YEARS OF EXPERIENCE
• 20
CERTIFICATIONS
• LEED® Accredited
Professional
• Certified Professional in
Erosion and Sediment
Control (#3374)
• International Society
of Arboriculture (ISA)
Certified Arborist (PN-
6666A)
• ISA Tree Risk
Assessment
Qualification
AFFILIATIONS
• International Society
Of Arboriculture
ABOUT
Bruce is an ISA Certified Arborist with over 20 years of experience in
project management, forestry, forest engineering, and tree risk assessment.
His expertise spans road layout, timber appraisals, fish passage culvert
design, small bridge design, hydrology analysis, and construction contract
supervision. Bruce excels in hazard tree evaluation, tree protection plans, and
tree root zone inspections during construction. He is skilled in cost estimation,
bid preparation, contractor scheduling, and inspection coordination. As a
liaison between contractors and engineers, Bruce verifies compliance with
local government standards during site inspections.
BRUCE BALDWIN, ISA, CPESC, LEED AP
PROJECT EXPERIENCE
Murdock Street Sidewalk & Stormwater Improvements; Tigard, OR. As
Senior Certified Arborist, Bruce supported design efforts for a new sidewalk,
bike lanes, and minor roadway widening to provide a safer route to and
from local schools. Bruce inspected every tree along the project corridor
and evaluated the impact of the proposed improvements to the trees. He
recommend design modifications to better protect trees and coordinated and
facilitated air spading to explore subsurface roots on critical trees to better
determine potential impacts to them.
22nd Avenue/River Road SAFE Project; Milwaukie, OR . Bruce provided
arborist services for this project making sidewalk and bike lane improvements
to two primary arterials. The SAFE project is working to improve pedestrian
and bicycle safety with a variety of improvements on and along the Island
Station neighborhood’s two primary arterials, SE 22nd Avenue, and SE River
Road. The project also featured new road sections, ADA-accessible curb
ramps, signing & striping, new sidewalks, additional bike lanes, new crosswalk
markings, and bike symbols in bike lanes.
Willamette Way/Wilsonville Road Intersection ADA
Improvements;Wilsonville, OR. Bruce served as a senior certified arborist
assessing potential impacts to trees from planned road improvements,
including new sidewalk, ADA ramps, and signage. Bruce conducted a tree
inventory and made tree preservation and removal recommendations to the
City of Wilsonville.
Willamette River Stormwater Outfalls; Wilsonville, OR. As Senior Certified
Arborist, Bruce served as the senior certified arborist for this project to
mitigate erosion at three stormwater outfalls in residential areas on the north
bank of the Willamette River. Bruce worked with project stakeholders to
design solutions that will address homeowner concerns over losing specific
trees. He developed design alternatives to protect the trees and authored a
tree protection plan for tree preservation in the project area.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Surveyor
EDUCATION
• BS, Forest Engineering,
Oregon State
University
YEARS OF EXPERIENCE
• 22
LICENSE
• Professional Land
Surveyor: OR
(#70652PLS),
AFFILIATIONS
• Professional Land
Surveyors Of Oregon
• Land Surveyors’
Association of
Washington
ABOUT
As an AKS principal and survey manager, Nick oversees all survey work
by AKS crews and manages over 40 on-call survey contracts for local
agencies. With 22 years of experience, he specializes in boundary, ALTA/
NSPS, right-of-way, topographic, utility, and construction staking surveys.
Nick is highly experienced in managing utility project surveys, including
stormwater and sewer improvements. He ensures quality control in the
field and office, guaranteeing that all deliverables are accurate, complete,
and meet federal, state, and local standards. His attention to detail
supports delivering projects to the highest specifications.
NICK WHITE | PLS
PROJECT EXPERIENCE
Banks Main Street Improvements; Banks, OR. As survey manager, Nick
oversaw the surveying services to support intersection improvements on
OR 47 in Banks. AKS prepared a traffic management plan and temporary
pedestrian-accessible route plan; completed stormwater and roadway
design; provided curb ramp design to bring curbs up to current ADA
standards as well as construction plans and a cost estimate; coordinated
and submitted design documents to ODOT for review; and prepared public
involvement documents and coordinated a public open house.
Washington Street Area SAFE Improvements | Milwaukie, OR. As survey
manager, Nick oversaw the topographic surveying services along 2 miles of
arterial and residential roadways to support the design and construction of
street and utility improvements. This included drone flights over the span
of the project, each of which generated orthorectified aerial images and
lidar-based surfaces. Drone data were utilized for easement presentation
and to identify improvements compared to legacy data. AKS designed
ADA-compliant sidewalks and curb ramps, pavement reconstruction and
rehabilitation, and pedestrian safety and Safe Routes to School pedestrian
improvements, including infill sidewalk, rectangular rapid flashing beacons,
and utility improvements.
Keizer River Road Improvements | Keizer, OR. AKS is currently the
City of Keizer’s engineer-of-record and under this role AKS was tasked
with a resurfacing project for River Road North; the City’s main arterial
and lifeline but rapidly deteriorating each year. Because the resurfacing
work triggered ADA improvements, the project scope included signal
improvements at 11 intersections, upgrading more than 90 curb ramps,
and resurfacing 2.75 miles of a 5-lane major arterial. As survey manager,
Nick oversaw field surveying, survey coordination, meeting coordination
with City of Keizer staff, existing conditions plan preparation and review,
boundary calculations, and updating locates.
SW Century Boulevard Study | Hillsboro, OR. Nick oversaw the
surveying services for a preliminary plan and study to address SE Century
Boulevard’s (formerly SW 229th Avenue) narrow roadway. The deficient
roadway required bringing it up to current City of Hillsboro standards,
which included realignment, widening, pedestrian and bike paths, and a
bridge replacement. The first study involved an alternatives analysis to
determine the ultimate alignment and profile for the replacement of the
Butternut Creek Bridge and bridge approaches.
Boeckman Road Improvements Progressive-Design-Build; Wilsonville,
OR. Nick served as project surveyor and performed right-of-way/boundary
surveying, site/topographic surveying, legal description preparation,
survey control networking, and construction staking to widen Boeckman
Road and provide a sidewalk and marked bicycle lanes that allow for safer
vehicular, pedestrian, and bicycle movements.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
ROW Agent
EDUCATION
• BA, English Technical
Writing, University of
Oregon
YEARS OF EXPERIENCE
• 23
LICENSES/
CERTIFICATIONS
• SR/WA – International
Right of Way
Association, (#6317)
• Real Estate Principal
License: OR
(#201233922)
• Notary Public: OR
(#421252)
AFFILIATIONS
• International Right
of Way Association
- Beaver Chapter 3,
Board of Directors,
Advisory Board, 2019
to 2020
• American Council
of Engineering
Companies - Liaison
Steering Committee
Co-Chair, 2023
ABOUT
Kari Lowe, CEO of Commonstreet and Oregon Right of Way (ROW)
Program Manager, is an expert in complex acquisitions for public agencies.
With over 23 years of public and private real estate experience, including
18 years on ROW projects, she excels at navigating the Uniform Relocation
Act and ROW procedures. Skilled in communication, Kari works effectively
with clients, property owners, and legal representatives. Her service-
oriented management style delivers projects on time and within budget,
while her expertise in process improvement enhances project outcomes.
KARI LOWE | SR/WA
PROJECT EXPERIENCE
Red Rock Creek Stabilization & Enhancement; Tigard, OR. This project,
funded with Sanitary Sewer, Stormwater, and Urban Renewal funds,
provides stream enhancements and long-term stabilization to Red Rock
Creek. Kari collaborates with the City of Tigard’s project team to manage
scope, schedule, and budget; quality assurance/control; risk management;
and the acquisition team’s tasks.
Tualatin Sherwood Road Project; Tualatin, OR. Kari led efforts for this
acquisition and relocation project. With an aggressive schedule, the
project required 3 complex acquisitions and 38 PPO relocations with
prominent businesses. Acquisitions encompassed a large storage unit
facility, a local business, and a Les Schwab Tire Store. Located in an area
of significant private and public development, Kari also guided the ROW
team in successfully overcoming initial property owner resistance by
conducting early outreach strategies, which directly helped to complete all
relocations on-time for construction deadlines.
Willamette Drive/10th Street Improvements; West Linn, OR. This project
consisted of constructing bike and pedestrian facilities consistent with the
West Linn Transportation System Plan (led by Kittelson). The project met
ODOT design requirements and improved overall safety of the corridor
by adding new roundabouts. Kari was responsible for risk management,
quality assurance/control, and managing the ROW acquisition team. The
project was completed under budget and on-schedule for 9 files.
257th Drive Corridor Safety Project; Troutdale, OR. Kari developed scope,
schedule, and budget for 16 complex files. She is responsible for quality
assurance/control, risk management, programmatic estimates, facilitating
appraisal, and appraisal review, and managing the acquisition team’s on-
time delivery. This project applied the alternative acquisition process to
save time and costs.
City of Wilsonville & Cable Houston - Kinsman Road Partnership
Program; Wilsonville, OR. This large program required a suite of ROW
improvements to enable transportation improvements for motorized and
non-motorized traffic; ADA curb ramps; conduit installation for future
fiber optic lines; streetlighting; and pavement. Kari developed scope,
schedule, and budget; facilitated valuations; and led risk management and
quality assurance/control. She also managed the ROW team to acquire fee
acquisitions and permanent and temporary easements from 19 prominent
businesses (local and national) to include Fred Meyer (Kroger), Pacific
Foods, PGE, Schnitzer Properties, Prologis, and more.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
PROJECT ROLE
Architectural
Historian
EDUCATION
• MS, Historic
Preservation, University
of Oregon
• BA, Art History,
University of Oregon
YEARS OF EXPERIENCE
• 19
CERTIFICATIONS
• Meets the Secretary
of the Interior’s
Professional
Qualifications
Standards for
Architectural History
and History
• ODOT Qualified
Consultant for Built
Environment Studies
AFFILIATIONS
• American Cultural
Resources Association
ABOUT
Andrea has 19 years of experience documenting the built environment
of the Pacific Northwest. She assists clients in navigating their projects
through review for compliance with Section 106 of the National Historic
Preservation Act (NHPA), Section 4(f) of the Department of Transportation
Act, and local preservation ordinances. Andrea excels at working with
consultant teams to deliver transportation projects of all sizes and has a
wealth of experience working on projects that require permits from the
US Army Corps of Engineers (USACE) and regularly manages cultural
resource studies that are done for the review and concurrence of the
Oregon State Historic Preservation Office (SHPO).
ANDREA BLASER | M.S.
PROJECT EXPERIENCE
OR99W: I-5 to McDonald Street; Tigard, OR. Andrea is the Cultural
Resources Lead for a project to complete road improvements on OR99W.
Cultural studies were completed to comply with Section 106 of the NHPA
and Section 4(f) of the US Department of Transportation Act.
Tigard Street Bridge Replacement, Tigard, OR. Andrea is the Cultural
Resources Lead for cultural studies done in support of bridge replacement.
Cultural studies comply with Section 106 of the NHPA and will be reviewed
by USACE and SHPO.
OR141/OR217 Curb Ramps; Tigard, OR. Andrea is the Cultural Resources
Lead for improving curb ramps between OR99W and SW Durham Road
and at locations along SE 72nd Avenue in Tigard. Cultural studies were
completed to comply with Section 106 of the NHPA.
SW Wall Street Improvements, Tigard, OR. Andrea was the Architectural
Historian Lead for cultural resource studies done in support of improving
SW Wall Street between SW Hunziker Street and the Portland & Western
Railroad. Cultural studies were done to comply with Section 106 of the
NHPA and were reviewed by USACE.
Southwest Corridor Light Rail; Multnomah & Washington Counties, OR.
Andrea is the Lead Architectural Historian for studies done to comply
with Section 106 of the NHPA and Section 4(f) of the US Department of
Transportation Act. AINW documented dozens of buildings in Tigard in
support of the project’s Environmental Impact Statement.
SW Millikan Way Extension; Beaverton, OR. Andrea is leading the
reconnaissance cultural resource studies to support analysis of alternatives
for a locally funded transportation improvement project.
Tigard Water Partnership Project; Clackamas & Washington Counties,
OR. Andrea is providing cultural resource and historical architectural
services for a new water pipelines and associated intake and treatment
facilities in Gladstone, West Linn, Lake Oswego, and Tigard. The project
included archaeological testing, evaluation, and monitoring done under
SHPO archaeological permits and in coordination with USACE. The
documentation of historic resources along the project alignment was done
to meet requirements of ORS 358.653 and Section 106 of the NHPA.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
Appendix B
PROJECT PROFILES
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
RELEVANCE:
3 Design/Build project for
freeway interchange and
local road improvements
to increase capacity and
improve safety
3 Multi-year effort which
involved traffic studies,
preliminary design,
environmental approvals,
and public involvement
3 Navigated public
engagement efforts to
build understanding and
support for the project
3 Established improved
bicycle and pedestrians
facilities and responded to
long term traffic demands
I-5/LA CENTER INTERCHANGE
Improving the I-5/La Center Road interchange
provided a new interchange bridge with modified
ramps, roundabout-controlled terminals, and bicycle/
pedestrian improvements and multi-use pathways.
Approximately two miles of local roadways were
re-aligned to improve safety and circulation and
meet Washington State DOT access management
requirements for crossroads. Kittelson led the
multidisciplinary/multi-agency team that prepared
the planning and construction documents for the
design/build contract. Specific tasks included:
• Managing the overall project for improvements
within the public right of way
• Preparing an interchange justification report
and traffic impact analysis to meet local, state,
and federal requirements, including National
Environmental Protection Act compliance
• Designing an interchange bridge with modified
ramps and roundabout controlled terminals along
with bicycle and pedestrian improvements and
multi-use pathways
• Realigning roadway network to improve safety,
circulation, and access management
• Developing transportation management plan and
traffic control plans
Public Involvement. Kittelson navigated the
public engagement process with sensitivity and
skill, discussing with neighbors the new roadway
alignments through private properties absent
the presence of the power of eminent domain.
Kittelson engaged people to help them
understand the issues, develop and evaluate
alternatives, and support an alternative. These
engagements included in-person meetings with
agencies and property owners and presenting
alternatives in ways people could understand.
Constructed Improved Transportation Network.
Kittelson successfully managed a multidisciplinary
team and coordinated the legal team and local
agencies to deliver a new $40 million interchange,
three roundabouts, and multi-use paths
introduced to the interchange area, resulting in
lower maintenance costs, and improved safety.
APWA Washington
Project of the Year
Transportation - 2018
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
NEWPORT AVENUE - COMPLETE STREET
The Newport Avenue public infrastructure
improvements project is a great example of how to
simultaneously improve a roadway along with sewer,
water, and stormwater facilities. On June 9, 2023,
Newport Avenue was reopened to the public and:
• Demonstrated how the City efficiently planned,
designed and constructed the improvements;
• Is leading the way on using roundabouts to solve
congestion and safety issues; and
• Applying the CM/GC project delivery method to
efficiently deliver public infrastructure projects.
Traffic Analysis. Kittelson, as part of a
multidisciplinary team, analyzed traffic operations
along Newport Avenue and identified improvements
to address the safety and functionality of the
corridor. The recommended improvements included
sidewalks, striped bike lanes, enhanced pedestrian
crossings, accessible ramps, and illumination.
Traffic Calming with Driver Behavior Study. The
segment of the corridor at 11th Street and 12th Street
experienced high speeds causing left turn and
pedestrian conflicts. Kittelson used driver behavior
studies to conclude drivers increase their speeds in
this area because a driver’s viewshed opens abruptly
when a grocery store, Newport Avenue Market, came
into view. The sudden expansion of the viewshed
was causing drivers to unconsciously speed up in
response to the open space and made it difficult
to see potential conflicts.
Dogbone Roundabout. Kittelson developed
a dogbone roundabout concept to improve
safety at the 11th and 12th Streets. The dogbone
roundabout, uniquely shaped to fit the constrained
site, streamlines the viewshed, causing drivers
to slow down and focus on navigating the
roundabouts. This alternative makes the corridor
safer while also adding capacity.
After two years of being closed, Newport
Avenue was reopened to the public with secure
stormwater infrastructure below ground and
various above-ground improvements to make the
corridor safer for all travel modes. In addition,
improved stormwater infrastructure protects the
Deschutes River by treating the runoff before
entering the river.
ACEC OREGON
Engineering Excellence
Grand Award - 2024
RELEVANCE:
3 Combined roadway,
water, sewer, and
stormwater improvements
using CM/GC delivery
3 Multi-year effort which
involved traffic analysis,
conceptual design, and
driver behavior study
3 Established improved
bicycle and pedestrians
facilities and responded to
long term traffic demands
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
WILSON AVENUE - COMPLETE STREET
Wilson Avenue is a Key Route that links
neighborhoods in Bend, OR (East of 3rd Street to the
2nd Street Neighborhoods Greenway and Old Town/
Downtown Districts). This project was selected to be
implemented as part of the GO Bond initiative.
Application of Performance Based Design. Kittelson
used performance-based design to align the
alternatives with the local context. Specific project
elements Kittelson led include:
• Preparing a traffic study which informed
the design for roundabouts at 9th Street and
15th Street
• Connecting to trails, implementing low-stress
bicycle network, and installing auxiliary lanes
• Developing cross-section to incorporate
bicycle lanes and widen multi-use paths
• Addressing Burlington North Santa
Fe Rail requirements and expectations
• Determining a stormwater
management methodology
• Preparing PS&E documents that
consider accessibility
• Conducting public outreach during design
and construction phases
Innovative Traffic Calming & Safety Solution
• Redesigned signalized intersection to include
protected bicycle safety corners and detection
• Roundabout with integrated protected bicycle
lanes (first of its kind in Bend); required design
approvals beyond the standard criteria
• Addressed steep and varied grade of
driveways and constrained right of way with
acceptable design deviations while achieving
ADA compliance
Installation of Key Route from Bend
Transportation System Plan. This multi-year
initiative resulted in developing a context-
appropriate, feasible alternative and successfully
coordinating multidisciplinary team through
several phases.
RELEVANCE:
3 Application of
performance-based
design to develop context-
appropriate alternatives
3 Multi-year effort
which involved public
involvement, traffic
analysis, conceptual
design, final PS&E
preparation, and advising
on delivery method
3 Established improved
bicycle and pedestrian
facilities, along with traffic
calming measures using
design/build alternative
delivery method
VISUALIZATION CREATED BY KITTELSON OF PROTECTED
INTERSECTION AT 5TH STREET/WILSON AVENUE
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
Appendix C
FORMS
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D
ATTACHMENT B PROPOSAL FORM
ATTACHMENT 1
RFP 2025-08 McDonald Street Engineering Services / Contract Exceptions
Kittelson prefers language that limits it liability should the City revise the Contractor’s work product with-
out its consent or use said work for another purpose other than that contemplated under any awarded
agreement. Is the City amenable to modifying Section 4 of its agreement as follows:
4. OWNERSHIP OF WORK PRODUCT
City is the owner of and is entitled to possession of any and all work products of Contractor which result from this Agreement, in-
cluding any computations, plans, correspondence, or pertinent data and information gathered by or computed by Contractor prior
to termination of this Agreement by Contractor or upon completion of the work pursuant to this Agreement. Contractor shall have
no liability should its work product be revised by others without its consent or utilized for any other purpose than that contemplat-
ed under this Agreement.
The recently passed SB 1575 becomes effective January 1, 2025, and will render any contractual upfront
duty to defend obligations by design professionals unenforceable. See link to adopted legislation: SB1575
(oregonlegislature.gov) What steps is the City taking to ensure its indemnification provision is revised to
reflect this new legislation as of January 1, 2025? Given the timing of the award and anticipated start date;
would the City be amendable to modifying Section 8 of its agreement as follows to ensure compliance
with this new legislation:
8. INDEMNIFICATION
City has relied upon the professional ability and training of Contractor as a material inducement to with generally accepted pro-
fessional practices and standards as well as the requirements of applicable federal, state, and local laws, it being understood that
acceptance of a Contractor’s work by City will not operate as a waiver or release.
To the extent allowed by law, Contractor agrees to indemnify and defend the City, its officers, employees, agents, and representa-
tives and hold them harmless from any and all liability, causes of action, claims, losses, and damages, judgments, or other costs
or expenses, including attorney’s fees and witness costs (at both trial and appeal level, whether or not a trial or appeal ever takes
place including any hearing before federal or state administrative agencies), that may be asserted by any person or entity to the
extent which in any way such liability, claims, losses and damages arise from the fault of Contractor, during, or in connection
with the performance of the work described in this contract, except liability arising out of the sole negligence of the City and its
employees. Relative to professional services, Contractor’s duty to defend is limited to reimbursement of reasonable legal costs
should Contractor be found liable by adjudication or alternative dispute resolution or otherwise resolve by settlement agreement.
In no event shall defense costs charged to the Contractor exceed Contractor’s proportionate percentage of fault. Such indemni-
fication will also cover claims brought against the City under state or federal worker’s compensation laws. If any aspect of this
indemnity is found to be illegal or invalid for any reason whatsoever, such illegality or invalidity does not affect the validity of the
remainder of this indemnification.
As a design professional, Contractor can make no warranty, expressed or implied, relative to the services
it would provide under this or any other agreement. Contractor can only agree to perform the work in ac-
cordance with the common law standard of care for design professionals. Would the City be amenable to
modifying Section 23 of its agreement as follows upon any contract award which serves to make this clear:
23. WARRANTIES STANDARD OF CARE
Contractor will perform all work under this Agreement with the care and skill used by members of Contractor’s professional
practicing under similar circumstances at the same time and in the same locale (the “Standard of Care”). Should Contractor not
the Standard of Care, it shall correct its work at its cost. meet guarantee work for a period of one year after the date of final ac-
ceptance of the work by the owner. Contractor warrants that all practices and procedures, workmanship and materials are the best
available unless otherwise specified in the profession. Neither acceptance of the work nor payment therefore relieves Contractor
from liability under warranties contained in or implied by this Agreement.
Any intellectual property rights delivered to the City under this Agreement and Contractor’s services rendered in the perfor-
mance of Contractor’s obligations under this Agreement, will be provided to the City free and clear of any and all restrictions on
or conditions of use, transfer, modification, or assignment, and be free and clear of any and all liens, claims, mortgages, security
interests, liabilities, charges, and encumbrances of any kind.
Docusign Envelope ID: 96BE4ADF-7C08-4866-9F22-2C35B5114A0D