HomeMy WebLinkAbout26-132 - Contract - PACE Engineers - Design Services: Ryan Hill Utility Improvements & Priority UpgradesCity of Tukwila Contract Number: 26-132
Council Approval 5/4/26
• 6200 Southcenter Boulevard, Tukwila WA 98188
PROFESSIONAL SERVICES AGREEMENT
(Includes consultants, architects, engineers, accountants, and other professional services)
THIS AGREEMENT is entered into between the City of Tukwila, Washington, hereinafter
referred to as "the City", and PACE Engineers, Inc., hereinafter referred to as "the Consultant", in
consideration of the mutual benefits, terms, and conditions hereinafter specified.
1. Project Designation. The Consultant is retained by the City to perform design and bid
support services in connection with the project titled Ryan Hill Utilities Improvements and
Priority Upgrades.
2. Scope of Services. The Consultant agrees to perform the services, identified on Exhibit "A"
attached hereto, including the provision of all labor, materials, equipment and supplies.
3. Duration of Agreement; Time for Performance. This Agreement shall be in full force and
effect for a period commencing upon execution and ending 31 December 2028, unless sooner
terminated under the provisions hereinafter specified. Work under this Agreement shall
commence upon written notice by the City to the Consultant to proceed. The Consultant shall
perform all services and provide all work product required pursuant to this Agreement no later
than 31 December 2028 unless an extension of such time is granted in writing by the City.
4. Payment. The Consultant shall be paid by the City for completed work and for services
rendered under this Agreement as follows:
A. Payment for the work provided by the Consultant shall be made as provided on Exhibit
"B" attached hereto, provided that the total amount of payment to the Consultant shall not
exceed $1,065,580.60 without express written modification of the Agreement signed by
the City.
B. The Consultant may submit vouchers to the City once per month during the progress of
the work for partial payment for that portion of the project completed to date. Such
vouchers will be checked by the City and, upon approval thereof, payment shall be made
to the Consultant in the amount approved.
C. Final payment of any balance due the Consultant of the total contract price earned will be
made promptly upon its ascertainment and verification by the City after the completion of
the work under this Agreement and its acceptance by the City.
D. Payment as provided in this section shall be full compensation for work performed,
services rendered, and for all materials, supplies, equipment and incidentals necessary to
complete the work.
E. The Consultant's records and accounts pertaining to this Agreement are to be kept
available for inspection by representatives of the City and the state of Washington for a
period of three (3) years after final payments. Copies shall be made available upon
request.
5. Ownership and Use of Documents. All documents, drawings, specifications and other
materials produced by the Consultant in connection with the services rendered under this
Agreement shall be the property of the City whether the project for which they are made is
executed or not. The Consultant shall be permitted to retain copies, including reproducible
copies, of drawings and specifications for information, reference and use in connection with
the Consultant's endeavors. The Consultant shall not be responsible for any use of the said
documents, drawings, specifications or other materials by the City on any project other than
the project specified in this Agreement.
6. Compliance with Laws. The Consultant shall, in performing the services contemplated by
this Agreement, faithfully observe and comply with all federal, state, and local laws, ordinances
and regulations, applicable to the services rendered under this Agreement.
7. Indemnification. The Consultant shall defend, indemnify and hold the City, its officers,
officials, employees and volunteers harmless from any and all claims, injuries, damages,
losses or suits including attorney fees, arising out of or resulting from the acts, errors or
omissions of the Consultant in performance of this Agreement, except for injuries and damages
caused by the sole negligence of the City.
Should a court of competent jurisdiction determine that this Agreement is subject to RCW
4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or
damages to property caused by or resulting from the concurrent negligence of the Consultant
and the City, its officers, officials, employees, and volunteers, the Consultant's liability
hereunder shall be only to the extent of the Consultant's negligence. It is further specifically
and expressly understood that the indemnification provided herein constitutes the Consultant's
waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this
indemnification. This waiver has been mutually negotiated by the parties. The provisions of
this section shall survive the expiration or termination of this Agreement.
8. Insurance. The Consultant shall procure and maintain for the duration of the Agreement,
insurance against claims for injuries to persons or damage to property which may arise from
or in connection with the performance of the work hereunder by the Consultant, its agents,
representatives, or employees. Consultant's maintenance of insurance as required by the
agreement shall not be construed to limit the liability of the Consultant to the coverage provided
by such insurance, or otherwise limit the City's recourse to any remedy available at law or in
equity.
A. Minimum Amounts and Scope of Insurance. Consultant shall obtain insurance of the
types and with the limits described below:
Automobile Liability insurance with a minimum combined single limit for bodily injury
and property damage of $1,000,000 per accident. Automobile Liability insurance
shall cover all owned, non -owned, hired and leased vehicles. Coverage shall be
written on Insurance Services Office (ISO) form CA 00 01 or a substitute form
providing equivalent liability coverage. If necessary, the policy shall be endorsed to
provide contractual liability coverage.
2. Commercial General Liability insurance with limits no less than $2,000,000 each
occurrence, $2,000,000 general aggregate. Commercial General Liability
insurance shall be at least as broad as ISO occurrence form CG 00 01 and shall
cover liability arising from premises, operations, stop -gap independent contractors
and personal injury and advertising injury. The City shall be named as an
additional insured under the Consultant's Commercial General Liability insurance
policy with respect to the work performed for the City using an additional insured
endorsement at least as broad as ISO endorsement form CG 20 26.
3. Workers' Compensation coverage as required by the Industrial Insurance laws of
the State of Washington.
CA revised May 2020 Page 2
4. Professional Liability with limits no less than $2,000,000 per claim and $2,000,000
policy aggregate limit. Professional Liability insurance shall be appropriate to the
Consultant's profession.
B. Public Entity Full Availability of Contractor Limits. If the Contractor maintains higher
insurance limits than the minimums shown above, the Public Entity shall be insured for the
full available limits of Commercial General and Excess or Umbrella liability maintained by
the Contractor, irrespective of whether such limits maintained by the Contractor are greater
than those required by this Contract or whether any certificate of insurance furnished to
the Public Entity evidences limits of liability lower than those maintained by the Contractor.
C. Other Insurance Provision. The Consultant's Automobile Liability and Commercial
General Liability insurance policies are to contain, or be endorsed to contain that they shall
be primary insurance with respect to the City. Any Insurance, self-insurance, or insurance
pool coverage maintained by the City shall be excess of the Consultant's insurance and
shall not be contributed or combined with it.
D. Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M.
Best rating of not less than A:VII.
E. Verification of Coverage. Consultant shall furnish the City with original certificates and a
copy of the amendatory endorsements, including but not necessarily limited to the
additional insured endorsement, evidencing the insurance requirements of the Contractor
before commencement of the work. Upon request by the City, the Consultant shall furnish
certified copies of all required insurance policies, including endorsements, required in this
Agreement and evidence of all subcontractors' coverage.
F. Notice of Cancellation. The Consultant shall provide the City with written notice of any
policy cancellation, within two business days of their receipt of such notice.
G. Failure to Maintain Insurance. Failure on the part of the Consultant to maintain the
insurance as required shall constitute a material breach of contract, upon which the City
may, after giving five business days notice to the Consultant to correct the breach,
immediately terminate the contract or, at its discretion, procure or renew such insurance
and pay any and all premiums in connection therewith, with any sums so expended to be
repaid to the City on demand, or at the sole discretion of the City, offset against funds due
the Consultant from the City.
9. Independent Contractor. The Consultant and the City agree that the Consultant is an
independent contractor with respect to the services provided pursuant to this Agreement.
Nothing in this Agreement shall be considered to create the relationship of employer and
employee between the parties hereto. Neither the Consultant nor any employee of the
Consultant shall be entitled to any benefits accorded City employees by virtue of the services
provided under this Agreement. The City shall not be responsible for withholding or otherwise
deducting federal income tax or social security or for contributing to the state industrial
insurance program, otherwise assuming the duties of an employer with respect to the
Consultant, or any employee of the Consultant.
10. Covenant Against Contingent Fees. The Consultant warrants that he has not employed or
retained any company or person, other than a bonafide employee working solely for the
Consultant, to solicit or secure this contract, and that he has not paid or agreed to pay any
company or person, other than a bonafide employee working solely for the Consultant, any
fee, commission, percentage, brokerage fee, gifts, or any other consideration contingent upon
or resulting from the award or making of this contract. For breach or violation of this warrant,
the City shall have the right to annul this contract without liability, or in its discretion to deduct
from the contract price or consideration, or otherwise recover, the full amount of such fee,
commission, percentage, brokerage fee, gift, or contingent fee.
CA revised May 2020 Page 3
11. Discrimination Prohibited. Contractor, with regard to the work performed by it under this
Agreement, will not discriminate on the grounds of race, religion, creed, color, national origin,
age, veteran status, sex, sexual orientation, gender identity, marital status, political affiliation,
the presence of any disability, or any other protected class status under state or federal law,
in the selection and retention of employees or procurement of materials or supplies.
12. Assignment. The Consultant shall not sublet or assign any of the services covered by this
Agreement without the express written consent of the City.
13. Non -Waiver. Waiver by the City of any provision of this Agreement or any time limitation
provided for in this Agreement shall not constitute a waiver of any other provision.
14. Termination.
A. The City reserves the right to terminate this Agreement at any time by giving ten (10) days
written notice to the Consultant.
B. In the event of the death of a member, partner or officer of the Consultant, or any of its
supervisory personnel assigned to the project, the surviving members of the Consultant
hereby agree to complete the work under the terms of this Agreement, if requested to do
so by the City. This section shall not be a bar to renegotiations of this Agreement between
surviving members of the Consultant and the City, if the City so chooses.
15. Applicable Law; Venue; Attorney's Fees. This Agreement shall be subject to, and the
Consultant shall at all times comply with, all applicable federal, state and local laws,
regulations, and rules, including the provisions of the City of Tukwila Municipal Code and
ordinances of the City of Tukwila. In the event any suit, arbitration, or other proceeding is
instituted to enforce any term of this Agreement, the parties specifically understand and agree
that venue shall be properly laid in King County, Washington. The prevailing party in any such
action shall be entitled to its attorney's fees and costs of suit. Venue for any action arising
from or related to this Agreement shall be exclusively in King County Superior Court.
16. Severability and Survival. If any term, condition or provision of this Agreement is declared
void or unenforceable or limited in its application or effect, such event shall not affect any other
provisions hereof and all other provisions shall remain fully enforceable. The provisions of this
Agreement, which by their sense and context are reasonably intended to survive the
completion, expiration or cancellation of this Agreement, shall survive termination of this
Agreement.
17. Notices. Notices to the City of Tukwila shall be sent to the following address:
City Clerk
City of Tukwila
6200 Southcenter Boulevard
Tukwila, WA 98188
Notices to Consultant shall be sent to the following address:
Ken Nilsen
11255 Kirkland Way #300
Kirkland, WA 98033-3417
18. Entire Agreement; Modification. This Agreement, together with attachments or addenda,
represents the entire and integrated Agreement between the City and the Consultant and
supersedes all prior negotiations, representations, or agreements written or oral. No
amendment or modification of this Agreement shall be of any force or effect unless it is in
writing and signed by the parties.
CA revised May 2020 Page 4
DATED this 19th day of May , 2026.
CITY OF TUKWILA
CONSULTANT:
Signed by:
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By:
Thomas McLeod, Mayor
ATTEST/AUTHENTICATED:
Signed by:
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Jennifer Marshall, Acting City Clerk
APPROVED AS TO FORM:
Signed by:
.0 A ; V sem.
Office of the City Attorney
Printed Name: Kenneth H Nilsen
Title: President - PACE
CA revised May 2020 Page 5
April 10, 2026
Adib Attalla[
City of Tukwila Public Works Department
6300 Southcenter Blvd
Tukwila, Washington 98188
By email: Adib.Altatta[@Tukwi[aWA.gov
Subject:Ryan HILL Utility Improvementsand Priority •
Proposal for Professional - Services
PACE Proposal. No. P24-416
e A• •
PACE Engineers (PACE) appreciates the opportunity to submit this budget proposal for
professional services for the Ryan Hill Utilities Improvements and Priority Upgrades Project based
on the information you have provided.
The City of Tukwila is undertaking a comprehensive infrastructure project to address critical water,
sewer, and stormwater needs in the Ryan Hill and South Hill residential areas. This project focuses
on the replacement and extension of approximately 5,800 feet of water mains, ranging from 8" to
12" in diameter, to enhance the reliability and efficiency of the neighborhood's utilities. In addition,
PACE will identify the cause of localized flooding on private properties on Beacon Avenue South
near South Creston Street and develop the design of new stormwater infrastructure to
mitigate/eliminate the flooding. Sanitary sewers in the South Hill vicinity that were originally
installed in easements within backyards along two separate blocks will be assessed for condition
and integrity. Alternatives for rehabilitation or replacement will be developed for consideration of
further improvements.
The detailed Scope of Services for this project is included with this letter.
ESTIMATEFEE
We propose to provide the services outlined in the attached scope on a Time -and -Expense (T&E)
basis for an estimated fee of $ 1,065,580.00 in accordance with the attached Rate Schedule and
detailed budget estimate.
11255 Cirldaind Way, Suite 300
C irlkV.aind, Washington 98033 3417
April 10, 2026
City of Tukwila
Ryan Hill Utility Improvements and Priority Upgrades
Page 2 of 6
PACE reviews its rates on an annual basis, with updates effective January 1 of each year. T&E
contracts will be billed at the current year's Rate Schedule.
Assumptions and Exclusions are included in the attached detailed scope of services.
This proposal is valid for 60 days from date of issue.
The general understandings applicable to our relationship with you are set forth in the PACE Terms
and Conditions that are included in this proposal. The Client's particular responsibilities are also
set forth in the Terms and Conditions. This proposal together with the attached PACE Hourly Rate
Schedule, represents the entire understanding between our respective companies for this project
and can only be modified in writing signed by both companies.
If the financial responsibility for this project changes, by sale or other agreement, for the service(s)
outlined within this proposal, it is the responsibility of the Client listed on this agreement to notify
PACE in writing, including the billing information for the responsible party and the date of change
of financial responsibility for the project. The Client agrees that, until a new contract is established
between the new financially responsible party and PACE, the Client on this agreement is
responsible for payment of all services.
CLIENT and PACE Engineers (PACE) agree that the following provisions shall be a part of their
agreement.
SERVICES TO BE PROVIDED. PACE agrees to provide the CLIENT, for the CLIENT's sole benefit
and exclusive use, the consulting services identified in PACE's proposal (Scope of Services
and Fee). The Proposal, together with these Terms and Conditions, form the Agreement under
which the services will be performed and shall have control over any other forms of
agreements unless specifically modified in writing and signed by PACE and the CLIENT. If a
service is not specifically identified in the proposal, it is expressly excluded. PACE shall have
no other obligations, duties, or responsibilities except as specifically provided in the
Agreement.
2. STANDARD OF CARE. PACE's services will be performed in a manner consistent with the care
and skill ordinarily exercised by members of the profession practicing under similar conditions
at the same time and in the same or similar locality. When the findings and recommendations
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City of Tukwila
Ryan Hill Utility Improvements and Priority Upgrades
Page 3 of 6
of PACE are based on information supplied by CLIENT and/or others, such findings and
recommendations are correct to the best of PACE's knowledge and belief. No warranty,
express or implied, is made or intended by this agreement, or by the foregoing statement of the
applicable standard of care, or by providing consulting services, or by furnishing oral or written
reports of findings made. No entity other than CLIENT or PACE shall be construed as a
beneficiary to this Agreement.
INSURANCE COVERAGE. PACE is protected by Worker's Compensation insurance as required
by applicable state laws and will maintain employer's liability coverage. During the
performance of this Agreement, PACE will maintain professional liability insurance with a limit
of not less than $2 million on claims made, annual aggregate basis, and commercial general
liability and automobile liability insurance each with a limit of not less than $2 million on an
occurrence basis.
4. RISKALLOCATION. In recognition of the relative risks, rewards, and benefits of the project to
both the CLIENT and PACE, the risks have been allocated such that the CLIENT agrees that, to
the fullest extent permitted by law, PACE's total liability to the CLIENT for any and all injuries,
claims, losses, expenses, damages, or claim expenses arising out of this Agreement from
PACE's negligent acts, shall not exceed ten times our fee or $500,000, whichever is less. Such
claims are limited to, PACE's negligence, errors, omissions, strict liability, breach of contract,
or breach of warranty.
INDEMNIFICATION. The CLIENT shall indemnify and hold harmless PACE and all of its
personnel from and against any and all claims, damages, losses, and expenses (including
reasonable attorney's fees) arising out of or resulting from the performance of the services,
provided that any such claim, damage, loss, or expense is caused in whole or in part by the
negligent acts, errors, omissions, and/or strict liability of the CLIENT, or anyone directly or
indirectly employed by the CLIENT (except PACE).
6. LIENS. PACE reserves the right to file a Notice of Intent to Lien and/or Lien throughout the life
of the project. This action protects PACE's right of payment for services rendered.
7. SERVICES BY CLIENT. CLIENT will provide PACE legal access to the project site, obtain all
permits, and provide all legal services in connection with the project. CLIENT shall pay the
costs of review and inspection fees, zoning application fees, soils engineering fees, testing
fees, and all other fees, permits, bond premiums, and all other charges not specifically
covered by the scope of Services.
s. ADDITIONAL SCOPE OF SERVICES. From time to time the CLIENT may request PACE to
perform additional services that are not included in the original Scope of Services. It is
understood the CLIENTwill payfor all services provided that are outside the original Scope
that have been requested by the CLIENT or the CLIENT's representative. PACE will provide
notice on services being requested that is outside the original Agreement. Upon receipt of
notification of services being performed by PACE that PACE feels is outside the original scope
of services, the CLIENT shall immediately notify PACE in writing if the CLIENT takes exception
to the additional services being done or that the service is outside the original scope.
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April 10, 2026
City of Tukwila
Ryan Hill Utility Improvements and Priority Upgrades
Page 4 of 6
Otherwise, it is understood that the CLIENT agrees to pay a reasonable cost for all additional
services being performed by PACE. If PACE's professional services are suspended for longer
than six months, PACE is entitled to the additional costs associated with that delay. In
addition, if the project duration extends significantly longer than the project duration identified
in the Scope of Services, PACE is entitled to additional compensation associated with the
increased project duration. If the project is required to meet new code requirements afterthe
submittal is complete, PACE is entitled to additional compensation to meet those new
requirements.
SERVICES DURING CONSTRUCTION. Any construction observation, inspection, or testing
provided by PACE is for the purpose of determining compliance by contractors with the
functional provisions of project documents only. CLIENT agrees that PACE will have no
inspection responsibilities at the jobsite except to the extent specifically provided for in the
agreed upon scope of services. PACE shall not be held in any way to guarantee any
contractor's work, nor to assume responsibility for means, methods, or appliances used by
any contractor, nor to assume responsibility for a contractor's compliance with laws and
regulations or for contractor's errors, omissions, or defective work. Any Punch List created is
not intended to be inclusive of all potential items and does not relieve the Contractor of their
obligation. If services during construction are required, the CLIENT shall have PACE listed as
an additional insured on the Contractor's insurance policy. CLIENT shall absolve PACE of any
liability arising from any design changes, design interpretations, or answers to Contractor
questions to which PACE is not a party.
10. TERMINATION OF SERVICES. This agreement may be terminated by the CLIENT or PACE with
ten (10) days' written notification. In the event of termination, the CLIENT shall pay PACE for all
the services rendered to the date of termination, all reimbursable expenses, and reimbursable
termination expenses. In the event of termination by PACE, PACE will transfer copies of all
instruments of service to date to the CLIENT and provide a summary of the status of the
project.
11. OWNERSHIP OF DOCUMENTS. All documents, electronic or otherwise, produced by PACE
under this agreement are protected and shall remain the property of PACE and may not be
used by the CLIENT for any other endeavor without the written consent of PACE.
12. TERMS OF PAYMENT. CLIENT will be invoiced each month following commencement of work.
Full payment must be received by PACE within thirty (30) days of the date of such invoice. Any
retainers shall be credited on the final invoice.
13. LATE PAYMENTS. Accounts unpaid 30 days after the invoice date will be subject to a monthly
service charge of 1.0% on the then unpaid balance. In the event that collection proceedings
are required, CLIENT will also be responsible to pay the costs and attorneys' fees incurred by
PACE, whether or not suit is brought, in both trial and appellate courts, and in connection with
any bankruptcy or reorganization proceedings. It is PACE's policy to utilize Professional Service
Liens to help secure payment of accounts that are unpaid 60 days or more. CLIENTwill be
responsible to pay the fees incurred in securing and releasing Liens filed on late payments.
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April 10, 2026
City of Tukwila
Ryan Hill Utility Improvements and Priority Upgrades
Page 5 of 6
14. EFFECT OF INVOICE. The work performed shall be deemed approved and accepted by CLIENT
as and when invoiced unless CLIENT objects within fifteen (15) days of invoice date by written
notice, specifically stating the details in which CLIENT believes such work is incomplete or
defective, and the invoice amount(s) in dispute. CLIENT shall pay undisputed amounts as
provided for in the preceding paragraph.
15. SUSPENSION OF WORK/ WITHHOLDING OF WORK PRODUCT. Failure of CLIENT to submit
full payment of an invoice within thirty (30) days of the date thereof subjects this agreement
and the work herein contemplated to suspension or termination at PACE's discretion. PACE,
without any liability to PACE, reserves the right to withhold any services and instruments of
service herein contemplated pending payment of CLIENT's outstanding indebtedness or
advance payment if required by PACE. Where work is performed on a reimbursable basis,
budget may be increased by amendment to complete the scope of Services. PACE is not
obligated to provide services in excess of the authorized budget.
16. APPLICABLE LAWS. Unless otherwise specified, this agreement shall be governed by the laws
of the state in which the project is located. Any legal proceedings arising from this Agreement
shall be filed in Seattle, King County, Washington. The prevailing party shall be responsible to
pay the costs including reasonable attorney fees based on percent of negligence.
17. DISPUTE RESOLUTION. All disputes arising out of, or related to, this Agreement, except those
related to nonpayment of invoices, shall be submitted first to nonbinding mediation as a
condition precedent to litigation. If any dispute submitted to mediation is not successfully
resolved, the matter may be resolved through litigation in accordance with Item 16.
APPLICABLE LAWS.
18. SEVERABILITYAND SURVIVAL. In the event that any provision of this Agreement shall be held
invalid and unenforceable by decision of the competent jurisdiction, the remaining
provisions shall be valid and binding. All items of the Agreement allocating or limiting liability
shall survive the services hereunder and the termination of this Agreement.
19. FORCE MAJEURE. Neither party shall be responsible for damages or delays caused by events
beyond the control of either party that could not reasonably have been anticipated or
prevented. Should a Force Majeure event occur, the parties shall mutually agree on the terms
and conditions upon which the services may be continued.
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City of Tukwila
Ryan Hill Utility Improvements and Priority Upgrades
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If the foregoing meets with your approval, please sign and return one copy for our records as our
authorization to continue with the services stated. PACE looks forward to working with you on this
project.
If you have any questions or need additional information, please call us at 425.827.2014, or email
me at billr@paceengrs.com.
Sincerely,
PACE Engineers
�a
Pamela -Rae Cobley, ENV SP
Senior Principal Planner
pamc@paceengrs.com
cc:
Bill Reynol ,P
Senior Principal Engineer
billr@paceengrs.com
Attachments: Scope of Services, PACE Rate Schedule, Budget worksheet, AESI scope letter,
Aqualis proposal, DHI proposal
The undersigned hereby acknowledges this agreement and has authority to act on behalf of the
Client and authorizes PACE to proceed accordingly.
Name (Printed)
Signature
Title
Date
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WATER I LAND I INFRASTRUCTURE I FACILITIES
CITY OF TUKWILA
RYAN HILL UTILITY IMPROVEMENTS AND PRIORITY UPGRADES
SCOPE OF SERVICES
This Scope of Services consists of engineering services to provide the City with hydraulic modeling
support, surveying, mapping, geotechnical investigations, pre -design, design, permitting, and
bidding support for the Ryan Hill Utilities Improvements and Priority Upgrades project.
PROJECT DESCRIPTION
The City of Tukwila is undertaking a comprehensive infrastructure project to address critical water,
sewer, and stormwater needs in the Ryan Hill and South Hill residential areas. This project focuses
on the replacement and extension of approximately 5,800 feet of water mains, ranging from 8" to
12" in diameter, to enhance the reliability and efficiency of the neighborhood's utilities. In addition,
PACE will identify the cause of localized flooding on private properties on Beacon Avenue South
near South Creston Street, and develop the design of new stormwater infrastructure to
mitigate/eliminate the flooding.
Permitting of WSDOT and Sound Transit is anticipated for the water main construction in S 133rd
Street under the SR 599 overpasses and the Sound Transit Light Rail line, and under the Light Rail
line in MLK Junior Way S, and includes administering the SEPA process for the permits and the
proposed 12" diameter water mains.
The budget for this project will be carefully managed, with design and engineering costs to be
negotiated during the contract awarding phase. The successful completion of this project will
significantly enhance the utility infrastructure in the Ryan Hill neighborhood, showcasing the City
of Tukwila's commitment to modern, sustainable infrastructure solutions.
Water system improvements are proposed at the following locations for the project:
Water Main Improvements Approx. Length Notes
S 104th PL, West of MLK 750 LF 12" DI
Way
MLK Way, from S 104th PL to
S Ryan Way
49th Ave S, from S 107th to
114th St
11255 IIC'iW.aand Way, S u'iRe 300
C'W.aand, Waash'ingM 98033 3417
Light Rail undercrossing
Potential jack & bore of
MLK Jr Way
550 LF 12" DI outside of travelled
way
2,200 LF Replace ex. 2" with 12" DI
Potential need for a PRV
Station
April 10, 2026
City of Tukwila Public Works
Ryan Hill Utility Improvements and Priority Upgrades -Scope of Engineering Services
Page 2 of 16
Water Main Improvements Approx. Length Notes
58th Ave S from S 142nd St 1,600 LF 8" DI
to S 147th St 3 intersections impacted
with a combined 12 ADA
crosswalk ramps.
S 133rd St (Gateway Dr) 680 LF 12" DI crossing WSDOT
from S1 34th Pl to Interurban ROW under SR 599 and
Ave Light Rail overpasses
TOTAL 5780 LF
Design and installation of water system improvements will include necessary vaults, potential
PRV station, valves, hydrants, and other appurtenances to ensure a robust and durable
system. Comprehensive geotechnical evaluations, detailed surveys, and hydraulic analyses
will support the design process, ensuring optimal performance and longevity. At a full-size
plan scale of 1" = 20', we anticipate approximately 12 plan & profile sheets.
Sanitary sewer assessments are proposed at the following locations for the project:
SanitarySewer Improvements Approx. Length Notes
Between 56th Ave S and 57th Ave S,
south of S 141 st St 520 LF Approx. 12 homes served
Between 57th Ave S and 58th Ave S,
south of S 144th St 750 LF Approx. 18 homes served
TOTAL 1270 LF
The condition and geometry of the existing main and side sewer laterals will be investigated
with pipeline video equipment and crawlspace inspections. Alternatives will be developed for
rehabilitation or replacement.
A complex component of this project is the improvement of drainage and stormwater
management at 10349 Beacon Avenue S, addressing existing issues and enhancing overall
neighborhood resilience.
Permitting efforts will ensure compliance with all relevant regulations, and a strong focus will
be placed on community engagement and outreach to keep residents informed throughout
the project.
Our services will be complimented with geotechnical services provided by Associated Earth
Sciences Inc. (AESI) for tasks related to subsurface geotechnical investigation, infiltration PIT
testing, and preparation of a report of findings and recommendations. Detailed scope
proposal from AESI is attached to and incorporated into this Scope of Services.
,,'J
11 PACE
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April 10, 2026
City of Tukwila Public Works
Ryan Hill Utility Improvements and Priority Upgrades -Scope of Engineering Services
Page 3 of 16
The City would like to gain an insight for the feasibility of replacing aging sewer pipes located
along the back lot lines of private residential homes on the block framed by 56th and 57th
Avenues S, south of S 141 st Street, and between 57th and 58th Avenues S, between S 144th
Street and S 147th Street. See exhibits included with this proposal. Due to the age and
reported deficiencies of the existing main, PACE has been asked to prepare an analysis
identifying feasible alternatives, and impacts to the residences. The feasibility analysis will
also consist of identifying the location, depth, and alignment of the connected sewer service
laterals for each lot. PACE will lead outreach and coordination with property owners and
residents.
Drawrings
# of sheets
Cover
1
Legend and Notes
3
TESC
6
Traffic Control Plans
9
Overall Site Map
1
Water Plan & Profile
15
PRV Plan and Details
2
Sewer Plan & Profile
4
Beacon Ave Storm Plan & Profile
4
Utility Details
4
Pavement Restoration Plans
8
ADA Ramp details
6
TOTAL ESTIMATED SHEET COUNT
63
The City's intent is to bid the project all in one bid package. However, it will be divided into
multiple bid schedules and could be separated into different projects should the City choose
to bid them separately in the future. All design work on the project is intended to be
completed for bidding by Fall 2027.
SCOPE OF SERVICES
Provide administration and management of our services throughout the duration of the project,
including coordination of subconsultants, contracting and invoicing, scheduling, and client
consultation. Management services related to the project will include the following:
Monitoring project progress, schedule and budget.
,,'J
11 PACE
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April 10, 2026
City of Tukwila Public Works
Ryan Hill Utility Improvements and Priority Upgrades -Scope of Engineering Services
Page 4 of 16
■ Internal team coordination, meetings and staffing assignments.
• Quality Assurance/QualityControl, including internal reviews of designs, plans, findings,
recommendations, reports and other deliverables by senior PACE staff.
0 General coordination with City staff.
• Develop and manage scope, budget, schedule and coordinate tasks and deliverables of
subconsultants/subcontractors.
• Communicate on a regular basis with City regarding progress, issues, costs, and schedule.
0 Prepare monthly Project Status Reports.
■ Administer monthly invoicing to City for services provided, including subconsultatnt
services.
0 Project closeout.
PACE will complete services as described below utilizing in-house resources with assistance from
Aqualis or ProVac for video inspection of the sewer mains and services. Additionally, Detection
Home Inspection will review and document the residential crawlspace sewer plumbing as noted
later herein.
Two (2) engineering staff from PACE will conduct a site visit to reinforce our
understanding of the City's needs and gain a thorough understanding of the existing
conditions.
Video investigations by Aqualis or ProVac will include mainline video inspection, and
side -launch video inspection of up to 30 existing side sewers including location and
depth measurements. It is assumed that potholing will not be needed to confirm
depths.
■ Impacts Analysis
■ Review and analyze pipeline videos to identify deficiencies in slope (settlement),
structural integrity of the pipe and joints, leaks, breaks, and lateral connection points.
Damage and deficiencies will be tabulated and categorized by location.
■ Analyze impacts on existing structures, vegetation, right-of-way, and private lots.
Identify existing features or obstructions as permanent or temporary in nature.
■ Alternatives Analysis
■ Develop alternatives for rehabilitation or replacement, including, but not limited to CIPP
or other trenchless rehabilitation, in-place replacement, or replacement with new
sewer mains in the ROW fronting the existing properties with reconnection of side
sewers at the front of the lots.
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11 PACE
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April 10, 2026
City of Tukwila Public Works
Ryan Hill Utility Improvements and Priority Upgrades -Scope of Engineering Services
Page 5 of 16
■ Cost estimates
■ Prepare planning -level, rough -order -of -magnitude (ROM) cost estimates for each
alternative for comparative uses in determining preferred alternative.
■ Preparation of feasibility report
• Prepare exhibits & figures for use in the report and coordination.
• Review of subconsultant findings and presentation of findings to City staff.
DHI will conduct visual, non-invasive inspections of sewer connections at up to 30 residential
properties, documenting pipe materials, general condition, alignment issues, and key
measurements from the home to the foundation wall, with findings recorded in written reports
and photographs. Detailed Scope/Fee is included in Exhibit B herein.
Sewer Assessment Deliverables:
■ One (1) draft feasibility analysis report providing alternative options, and impacts to
residents.
■ Exhibits and figures highlighting the alternatives presented in the report.
■ Digital copies of video pipeline inspections.
■ Recommendations based on sewer service video inspection and locating.
■ Coordination and notification, including right -of -entry letters, will be the responsibility
of the City. PACE will not prepare notifications or coordinate with residents unless
expressly requested by the City.
■ The City will provide confirmation of which structures or obstructions were permitted
within the excavation limits.
■ Relocation or replacement of non -permitted structures or obstructions within the
project limits will be the responsibility of the property owner. The City and PACE will
NOT bear responsibility for non -permitted items affected by the proposed work.
■ Alternatives will be assessed from the exterior and interior of homes as noted herein.
■ DHI will require access to private residential crawlspaces. City will coordinate all right -
of -entry for consultants and subconsultants.
Task 2.4 - Sewer Assessment Community Outreach.:
■ One public meeting hosted at City Hall.
■ Prepare and mail one mailer for the meeting announcement.
■ Prepare a fact sheet and summary of meeting.
,,'J
11 PACE
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April 10, 2026
City of Tukwila Public Works
Ryan Hill Utility Improvements and Priority Upgrades -Scope of Engineering Services
Page 6 of 16
■ Public meeting attendance by three PACE project team members.
■ Individual home owners/tenants coordination for access to property and crawlspaces.
This may include one onsite meeting with two PACE project team members.
Seweir Assessment Coirruri uunity Outureacllhu III eliveuralblesm
• One public meeting mailer. Mailer to be mailed by PACE.
• One fact sheet for the public meeting.
• Presentation for the public meeting.
Seweir Assessment Community Outureacllhu A.ssuunnllptiicuns.
• The public meeting is assumed to take place at City Hall, with the City responsible
for securing the location and date in coordination with PACE staff. City to review all
materials in a timely manner.
• Cityto provide any and all translation services of materials and meeting
information.
Sewer A.ssessinrrIeumit IIf;;;xcV uusuicunsm
Tasks that are NOT included in PACE's Scope of Services:
• Potholing to confirm depths of side sewers.
• Topographic or boundary surveying of private properties along existing sewers.
• Entrance by PACE staff to basements or crawlspaces for plumbing inspection.
• Engineering and design of selected alternative improvements is not included and
will be added as an amendment to the contract.
• Sewer assessment community outreach is an estimated number based on
previous experience in the region. Due to the nature of this task, it may be
necessary to provide additional coordination which can be billed at a time and
expense basis upon approval by the City.
• City to provide any and all translation services of materials and meeting
information. Translation services are excluded from this Scope of Services.
0 Use the City of Tukwila's water system hydraulic model (InfoWater) to determine local
existing deficiencies in the distribution system and run simulations for available flows for the
proposed improvements.
• Coordinate as needed with the City's hydraulic modeling consultant to obtain copies of
necessary files to operate the model with PACE -owned modeling software.
• Size of the model will not exceed 5,000 pipes.
,,'J
11 PACE
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April 10, 2026
City of Tukwila Public Works
Ryan Hill Utility Improvements and Priority Upgrades -Scope of Engineering Services
Page 7 of 16
Topographic survey, utility locates, and preparation of base drawings.
Perform field topographic survey to identify existing surface conditions within project limits
using electronic surveying equipment and one or two -person crew.
Limits to include back of sidewalk, curb or edge of pavement on each side of the street
plus water meters, hydrants, and other water appurtenance locations located within
public right-of-way or easement.
Field survey to include available underground -utility paint mark locates and surface
indications of underground features prior to topographic survey. Field survey does not
include potholing underground utilities.
Request available franchise utility companies' construction record drawing information
including underground power, gas, telephone, fiber optic, and other known utilities and
incorporate into the base drawings.
Coordinate underground -utility locates (through services of a subcontractor to the
Consultant) for franchise utilities to show approximate horizontal locations of existing
utilities for purposes of developing design drawings (utility locates are based on available
information and may not be accurate or complete and shall not be used for construction).
Services will include the following:
■ Limits to include appurtenance locations located within public right-of-way or
easement.
■ Field survey to include available underground -utility paint mark locates and surface
indications of underground features prior to topographic survey. Field survey does not
include potholing underground utilities.
■ Review of as-builts and utility base mapping.
■ Utility Locating to be provided by a third -party vendor such as APS.
■ Optional photogrammetric mapping via drone (pre/post construction) can be provided
at the discretion of the City. Detailed scope and related fees to be determined upon
request.
Reduce field data and prepare base drawings for design. Base drawings will be established
using 1 inch = 20 feet drawing scale and will include 2 -foot contour intervals.
Horizontal and vertical control will be compatible with City's current standard control
network for GIS; NAD 83 (NSRS 2011) Horizontal datum and NAVD 88 Vertical Datum. GPS
surveying methodology will be employed where practical and feasible.
Base drawings will be developed and right-of-way boundaries calculated. Property lines
shown on the drawings will be based on available GIS information and PACE will not be
responsible for verifying this information based on deeds or land exchanges.
,,'J
11 PACE
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April 10, 2026
City of Tukwila Public Works
Ryan Hill Utility Improvements and Priority Upgrades -Scope of Engineering Services
Page 8 of 16
Plan and profile sheets with base maps and centerline profile information on PACE standard
sheet borders, 22"x34" format full-size sheets. Delivered in two full-size printed copies and
PDF format.
PACE will analyze the existing conditions related to the site area/tributary are to the private
properties along Beacon Avenue South that are subject to flooding during storm events. Specific
tasks will include:
• Reviewing any information the City has related to the hydrology or hydraulic of any
stormwater systems in the area.
• A site visit to confirm existing flows paths.
0 Delineation of the tributary basin.
0 Perform hydrology modeling to determine the flow rates associated with major storm events
up to and including the 100 -year storm.
a Develop up to two (2) alternatives for proposed stormwater infrastructure to mitigate the
existing flooding events.
A technical memo summarizing the findings of the drainage analysis showing the existing
conditions as well as up to two (2) alternatives for proposed stormwater infrastructure to
mitigate the existing flooding events. This memo will be provided in electronic (PDF) format.
Task 6 — Basis of Design Rep
Develop the Basis of Design (BOD) Report, establishing project components before developing
contract documents. The BOD report will establish the basis of design criteria for the utility
improvements. This will include documentation of the selected utility alignment and grade, limits
of improvements, pipe sizing criteria, hydraulic modeling results, trench backfill requirements,
surface restoration limits and descriptions, and service connections affected. The storm drainage
report will be incorporated into the BOD Report and the recommendations of the geotechnical
report study will also be incorporated in the BOD.
The BOD Report will include conceptual utility alignment, showing proposed layout of all elements
and other miscellaneous site improvements.
A draft Design Report will be submitted to the City for review and comment prior to preparation of
Design Plans and Technical Specifications. Following City review of the draft Design Report, PACE
will meet in person with City staff to discuss any comments and then issue the Final BOD Report
for concurrence of the City.
,,'J
11 PACE
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April 10, 2026
City of Tukwila Public Works
Ryan Hill Utility Improvements and Priority Upgrades -Scope of Engineering Services
Page 9 of 16
The draft and final BOD Report will be delivered in digital PDF format. Printed copies can be
provided at the request of the City.
Contract documents will be developed in three separate schedules under one overall construction
project. The three schedules will be for water, storm drainage, and sewer (if applicable)
improvements.
■ Perform field reconnaissance, includes one (1) site visit with two (2) PACE staff.
■ Review the City's available record drawings and GIS base maps, incorporate pertinent
utility information into the base drawings.
■ Incorporate the City's current Standard Details and Specifications into the design
drawings and contract documents.
■ Site visit to verify locations of existing features and conditions as they relate to the
design.
■ Develop a pothole plan for necessary utility potholing to confirm location and depth of
potential utility crossings that cannot otherwise be determined.
■ Coordination with APS Locates subcontractor for design potholing, and provide onsite
monitoring of findings. Assume up to 20 pothole locations to be conducted including
temporary pavement patching in existing paved areas.
■ Prepare design drawings showing base drawing information (existing topographic
survey, utility, and parcel/right-of-way line information) including proposed alignment of
water mains, full -width overlay, proposed locations of gate valves, hydrants and
services, configuration of connecting pipes, and existing water mains to be abandoned
or removed.
■ Prepare design drawings showing proposed stormwater infrastructure/best
management practices (BMPs).
■ Prepare draft Contract Documents incorporating City's standard documents for
advertisement for bid, bid proposal, contract and other sections.
■ The General Conditions will be based on current WSDOT/APWA Standard Specifications
and modified with Special Provisions unique to the City, in coordination with staff and
City Attorney.
■ Conduct in-house quality assurance (QA) reviews.
DeluiveiraIbiesm
Draft pothole plan, on plan & profile sheets, PDF format.
Two (2) sets of printed Plans, full-size 22"x34".
,,'J
11 PACE
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April 10, 2026
City of Tukwila Public Works
Ryan Hill Utility Improvements and Priority Upgrades -Scope of Engineering Services
Page 10 of 16
Plans, Contract Documents, and draft Opinion of Probable Construction Cost
(OPCC) in PDF format. Printed copies of the Contract Document can be provided
upon request at rates shown in the attached Rate Schedule.
Carty Ilf:tesllp munusfilbilities and Assuinnrmllpti unusm
City to provide electronic standard boilerplate bidding and contract documents, General
Conditions and Special Provisions to the Standard Specifications.
■ Perform field reconnaissance, includes one (1) site visit with two (2) PACE staff.
■ Review the City's available record drawings and GIS base maps, incorporate pertinent
utility information into the base drawings.
■ Site visit to verify locations of existing features and conditions as they relate to the
design.
■ Continue pothole plan for necessary utility potholing to confirm location and depth of
potential utility crossings that cannot otherwise be determined.
■ Coordination with APS Locates subcontractor for design potholing, and provide onsite
monitoring of findings.
■ Prepare design drawings showing base drawing information (existing topographic
survey, utility, and parcel/right-of-way line information) including proposed alignment of
water mains, full -width overlay, proposed locations of gate valves, hydrants and
services, configuration of connecting pipes, and existing water mains to be abandoned
or removed.
■ Prepare design drawings showing proposed stormwater infrastructure/BMPs.
■ Prepare ADA ramp schematic designs at locations affected by water main
improvements, depicting the general layout and extent of ramp improvements required
to meet ADA design standards.
■ Prepare draft Contract Documents incorporating City's standard documents for
advertisement for bid, bid proposal, contract and other sections.
■ The General Conditions will be based on current WSDOT/APWA Standard Specifications
and modified with Special Provisions unique to the City, in coordination with staff and
City Attorney.
■ Prepare Construction Stormwater Pollution Prevention Plan (SWPPP) if required.
■ Prepare OPCC showing bid items, quantities, unit costs, and total probable costs for
construction of proposed improvements totaled by all locations into one spreadsheet.
■ Conduct in-house QA reviews.
■ Submit 60% design Contract Specifications and OPCC to City for review and comment.
Assumed turnaround time for City comments is between two and three weeks.
,,'J
11 PACE
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April 10, 2026
City of Tukwila Public Works
Ryan Hill Utility Improvements and Priority Upgrades -Scope of Engineering Services
Page 11 of 16
DeliiveiraIblesm
Draft pothole plan, on plan & profile sheets, PDF format.
Two (2) sets of printed Plans, full-size 22"x34".
Plans, Contract Documents, and draft OPCC in PDF format. Printed copies of the
Contract Document can be provided upon request at rates shown in the attached
Rate Schedule .
CC.',"i,ty IResllpoinsiilbilities and Assunrn111pti irmsm
City to provide electronic standard boilerplate bidding and contract documents,
General Conditions and Special Provisions to the Standard Specifications.
City to provide an example of preferred bid schedule and measurement and
payment description for a similar project.
■ Meet with, and/or communicate with, City staff to discuss City's 60% review comments
(assumes two PACE staff at one (1) meeting in person with the City).
■ Address/incorporate City's 90% design review comments into drawings, Contract
Documents and OPCC.
■ Provide detail on drawings such as call -outs for connections to existing system, fittings,
valves, hydrants, services, and water meters; provide detail on drawings such as call -
outs for stormwater infrastructure such as drainage structures, conveyance piping,
and/or BMPs; complete project -specific details and notes including those pertaining to
pavement restoration; and standard construction and TESC notes.
■ Complete ADA Ramp designs on plan and profile sheets and develop enlarged details
depicting dimensions, elevations and slopes along all ramp surfaces.
■ Conduct in-house QA reviews.
■ Submit 90% Contract Documents and OPCC to City for review and comment. Assumed
turnaround time for 90% City comments is two weeks.
DeliiveiraIbi,esm
Two (2) sets of printed Plans, full-size 22"x34".
Plans, Contract Documents, and draft OPCC in PDF format. Printed copies of the
Contract Document can be provided upon request at rates shown in Exhibit B.
Conduct a virtual meeting with City staff to discuss City's 90% review comments.
Assume two (2) hours for two (2) PACE staff.
Finalize drawings and Contract Documents for bidding by incorporating City's 90%
Design review comments.
,,'J
11 PACE
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April 10, 2026
City of Tukwila Public Works
Ryan Hill Utility Improvements and Priority Upgrades -Scope of Engineering Services
Page 12 of 16
■ Conduct QA reviews.
■ Submit final Contract Documents and OPCC to City forbidding (two weeks assumed for
turnaround time on any final City comments).
DeluiveiraIbles:
• Submit two (2) sets of printed and bound Bid/Contract Specifications for City staff
reference during bidding.
• Submit two (2) full-size (22"x34") sets of plan drawings.
• Submit electronic copy of final Plan Drawings, Contract Documents and OPCC.
n Plan drawings will be in AutoCAD Civil 3D 2024 and PDF format.
n Contract Specifications will be in PDF format.
OPCC will be in PDF format.
City Ilfi.esllr ourmsillh iiurties and Assunrn11ptioirms:
City turnaround time for final review comments is anticipated to be three (3) weeks.
• Prepare and provide all materials and supporting documents required for a City of Tukwila
Right -of -Way Use Utility Permit application. Attend one (1) Pre -design review meeting (one
PACE staff) for proposal to install utilities underground in road right-of-way.
• Upon receipt of Pre -design input, PACE will prepare and provide all materials and supporting
documents required for a Right -of -Way Permit issuance.
• Prepare Traffic Control Plans (TCP) for associated ROW permit applications.
• PACE will work with the Planning and Public Works to address any comments received and
coordinate project review.
• WSDOT Coordination and permitting for S 133rd Street undercrossing of SR 599.
• Sound Transit Light Rail Coordination and permitting for S 133rd Street undercrossing of
SR 599.
Assumptions:
■ All permit fees will be paid by the City. A fifteen percent (15%) markup will be applied to
any fees paid by PACE.
■ All permit application submittals will be submitted electronically via email as required
by the City.
■ Any land use posting requirements will be undertaken by the City.
■ All construction will take place within existing City -owned right-of-way.
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11 PACE
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April 10, 2026
City of Tukwila Public Works
Ryan Hill Utility Improvements and Priority Upgrades -Scope of Engineering Services
Page 13 of 16
Permitting support level of effort is estimated based on previous experiences in the
region, however actual effort and fees may vary and will be billed on time and expenses
basis.
Community outreach is key to ensuring project success by keeping residents and stakeholders
informed about the project. Through community meetings, mailers, and regular updates, we aim
to keep the community informed, address concerns and ensure the community is aware of project
developments and impacts.
In coordination with the City identify key stakeholders, including businesses,
neighborhood associations, local organizations, and residents, to ensure inclusive
outreach.
Develop a communication plan tailored to the project timeline, community needs, and
preferred methods of communication.
Establish a timeline for outreach activities aligned with the design and construction
schedule.
■ Host one community meeting before construction begins. The meeting is assumed to
take place at City Hall, with the City responsible for securing the location and date in
coordination with PACE staff.
■ Prepare materials such as meeting announcement, mailer, presentation, agenda,
maps, and visuals to explain project details.
■ Create a mailing list using King County iMap for the meeting announcement covering
project impact area and mail.
■ Conduct community meeting to share project updates and address questions or
concerns. It is assumed three (3) PACE staff members will attend.
■ Document meeting discussions, including community feedback, for reporting purposes.
Develop one (1) construction mailer to notify residents and businesses of the
construction schedule and anticipated impacts.
Create mailing list using King County iMap for the impacted area and mail
announcement.
Include contact details for inquiries or concerns. It is assumed City staff will be primary
point of contact, with no support required from PACE staff.
,,'J
11 PACE
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April 10, 2026
City of Tukwila Public Works
Ryan Hill Utility Improvements and Priority Upgrades -Scope of Engineering Services
Page 14 of 16
w - �
Prepare a project area posting board featuring a map of project area, detailed description of
the project and its anticipated impacts, schedule and contact information. The boards will be
24" x 36" Corex material with grommets in each corner for easy attachment to a construction
sign stand. One (1) master project area posting board will be developed for the entire project.
Up to 16 copies of the board will be printed and provided for placement throughout the
project area. It is assumed City staff will be responsible for the installation of project area
posting boards.
AssUinrlmIlP uic11111s
• PACE will serve as the primary point of contact for all community outreach
activities.
• City staff will manage the installation of the project area boards, including
procuring and setting up construction sign stands.
• Outreach scope and LOE is based on presentation on one comprehensive project,
no separate phasing is anticipated.
• City to provide any and all translation services of materials and meeting
information. Translation services are excluded from this Scope of Services.
DeluiveiraIbiesm
• Community meeting mailer, agenda, presentation, and meeting summary.
• Construction notification mailer.
• Project area posting board.
Task 10 — Bid Support Services
• Send copies of advertisement to DJC and Seattle Times for advertising. City will pay all fees
related to advertising.
• Set up project and upload final Contract Documents for bidding to online bidding service
(QuestCDN or Builder's Exchange).
• Answer bidder questions during bid period, as requested by City. Assume 8 hours.
• Conduct a project pre-bid site walkthrough.
• Prepare up to two (2) bid addenda as needed for distribution to prospective bidders through
bidding service, if necessary.
• Attend and conduct bid opening at City office. Assume one (1) PACE staff.
• Prepare bid tabulation.
• Review apparent low bidder references.
• Coordinate with City staff on bid issues, if needed.
• Prepare letter of recommendation for Contract award.
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April 10, 2026
City of Tukwila Public Works
Ryan Hill Utility Improvements and Priority Upgrades -Scope of Engineering Services
Page 15 of 16
• Prepare Notice of Award and five (5) printed copies of Project Manual for original signatures
of contractor and City.
• Review contractor's signatures and bond and insurance forms. Prepare final contract
documents for City signatures.
City e i iliti:
■ Pay advertising fees.
■ Receive and time -stamp bids.
■ Provide copies or PDF scans of bids to PACE.
Scope assumes no significant bidding issues or legal challenges.
EXCLUSIONS
The following services are not a part of this Agreement. If the City chooses to add one or more of
the following services to this Scope of Services, then this Agreement shall be modified in terms of
an addition to the total compensation to be paid to PACE and an appropriate extension of time (as
necessary) to PACE's schedule.
• Public information and outreach services beyond what is identified herein.
• Permit investigation and applications not identified in scope.
• Payment of permit or advertising fees.
• Coordination with Fire Marshal regarding review and approval of proposed improvements.
• Stream or wetland boundary assessments, delineations or field staking.
• Soil testing or soil compaction testing during construction.
• Development of Critical Area Reports.
• Procuring title reports.
• Property appraisal for easement acquisition or easement coordination with property owners.
• Boundary surveys
• Development of environmental permit applications, except as described herein.
• Construction inspection and construction administration, except as described herein.
• Attendance or presentation at City Council meetings.
• Construction Staking.
• Monument Disturbance application(s) and re -setting of monuments.
• Updates to City GIS mapping.
• Cityto provide any and alltranslation services of materials and meeting information.
Translation services are excluded from this Scope of Services.
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April 10, 2026
City of Tukwila Public Works
Ryan Hill Utility Improvements and Priority Upgrades -Scope of Engineering Services
Page 16 of 16
POTENTIAL SERVICES DURING CONSTRUCTION —TO BE CONSIDERED AS AMENDMENT
• Monument Disturbance application(s) and re -setting of monuments once design is
completed.
• Attend preconstruction meeting.
• Consult on material submittals as requested by City staff.
• Provide periodic observation of construction.
• Respond to RFIs as requested.
• Review Contractor pay requests and prepare Progress Payments for City processing.
Assume 6 -month construction time for seven progress payments, including release of
retainage.
• Prepare any change order documents for any changes deemed valid or necessary by the
City.
• Conduct final inspection with City staff.
• Prepare Recommendation of Acceptance.
• Prepare Notice of Completion of Public Works project for DL&I.
• Prepare Construction Record Drawings.
• Additional public/community/property owner outreach efforts beyond the estimate included
herein.
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11 PACE
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2026 STANDARD
A& PACE HOURLY RATE SCHEDULE Water I Land I Infrastructure I Facilities
A Verdantas Company Effective January 1, 2026
DESCRIPTION
1.
Office Tech I, Expediter 1
HOURLY RATE
$ 71.00
2.
Office Tech 11, Expediter 11, Survey Field Tech
$ 88.00
3.
Intern, Survey Tech I, Jr. CAD Tech, Jr. Inspector, Office Tech 111
$ 110.00
4.
Designer, Jr. Planner, Survey Tech 11, CAD Tech, Inspector, Sr. Office Tech, Jr. Ecologist/Scientist
$ 134.00
5.
Jr. Engineering Staff, Designer I, Planner, GIS Tech, Survey Tech III, CAD Tech I, Inspector I,
Project Administrator, Ecologist
$ 151.00
6.
Engineering Staff I, Designer 11, Planner I, Survey Tech IV, GIS Analyst I, CAD Tech II, Inspector II,
Sr. Project Administrator, Ecologist I, Landscape Architect
$ 168.00
7.
Landscape Architect I, Engineering Staff 11, Designer III, Planner 11, GIS Analyst 11, CAD Tech III,
Inspector III, Survey Tech V, Ecologist 11
$ 185.00
8.
Landscape Architect II, Project Designer, Planner III, Sr. Survey Tech, GIS Analyst III, Engineering
Staff III, Sr_ CAD Tech, Sr. Inspector, Scientist, Ecologist 111
$ 202.00
9.
Landscape Architect III, Project Designer I, Sr. Planner, Project Surveyor, Sr. GIS Analyst,
CAD Manager, Project CAD Tech, Sr. Project Inspector, One -Person Crew, BIM Manager,
Ecologist IV, Engineer IV, Engineering Staff IV, Scientist 1
$ 215.00
10.
Landscape Architect IV, Project Engineer, Project Designer 11, Project Planner, Sr. Project Surveyor,
Sr. Project GIS Analyst, Structural Engineer, UAS Pilot, Scientist 11, Ecologist V
$ 235.00
11.
Sr. Landscape Architect, Sr. Project Engineer, Sr. Structural Engineer, Sr. Project Designer,
IT Manager, Sr. Project Planner, Survey Project Manager, Tech Services Manager,
Sr. Ecologist/Scientist, Two -Person Crew (OR)
$ 248.00
12.
Principal Ecologist/Scientist, Project Manager, Principal Surveyor, Planning Project Manager
$ 265.00
13.
Sr. Principal Ecologist/Scientist, Sr. Project Manager, Sr. Principal Surveyor, Two -Person Crew (WA)
$ 280.00
14.
Principal Engineer, Principal Planner, Sr. Two -Person Crew
$ 302.00
15.
Sr. Principal Engineer, Sr. Principal Planner
$ 320.00
A.
PREMIUM RATES
Expert Witness
Rate x 1.5
B.
Night Inspections
Rate x 2.0
C.
Credit Card Service Fee 3.75°/% of invoice total
REIMBURSABLES
A.
Subconsultants, Professional and Technical
Cost + 15%
B.
Maps, reports, materials, permit fees, express delivery and messenger,
pass-through bills, and similar items necessary for work in progress
Cost + 15%
C.
Out-of-town travel per diem and cost of commercial transportation
Cost + 10%
D.
Transportation within 30 mile radius*
No Charge
Transportation beyond 30 mile radius -Automobile At Approved IRS Rate
* On job inspection mileage will be billed At Approved IRS Rate
E.
Printing Costs
$ 0.25/sheet
Large Format Blueprints and Reproduction (18" x 24" or larger)
$ 3.00/sheet
Notes: All payment is due within 30 days from date of invoice. A monthly service charge of 1%will be added on all accounts
older than 30 days.
z The foregoing schedule of charges is incorporated into the agreement for the services provided effective
January 1, 2026. After December 31, 2026, invoices will reflect the schedule of charges in effect at that time.
fwc:v, 10/31/2025
March 13, 2026
Project No. 20250024EO01
PACE Engineers, Inc.
11255 Kirkland Way, Suite 100
Kirkland, Washington 98033
Attention: Bill Reynolds
Subject: Scope of Work
Ryan Hill Utility Improvements
Tukwila, Washington
INTRODUCTION
As requested, this letter includes Associated Earth Sciences, Inc.'s (AESI's) scope of work for
geotechnical services in support of the proposed utility improvements across several locations
in the City of Tukwila. This project proposes roughly 5,800 feet of new water line and 1,300 feet
of new sewer line spread across the Ryan Hill and Tukwila Hill Neighborhood areas, and
portions of the Green River Valley. The new utilities will be installed by conventional open
trenching methods. The project will also include stormwater improvements at 10349 Beacon
Avenue South to address ongoing drainage issues.
This letter summarizes the geologic setting in the vicinity of the utility improvements and
includes our anticipated scope of work for our geotechnical analyses, and identifies specific
study elements that were included in the City of Tukwila's "Request for Proposal Document."
SITE AND PROJECT DESCRIPTION
Project Site 1 is generally spread across the west -facing slope of the Ryan Hill neighborhood in
the City of Tukwila. The exception is a section of new water line that will be installed along
South 1041h Street and a portion of Martin Luther King Jr. Way South (MLK) which is located
within the Green River Valley floor. The project area is generally confined by Interstate -5 and
MLK to the west, 51St Avenue South to the east, 114th Street to the south, and South Victor
Street to the North. The overall relief across the site from 51St Avenue South to MLK ranges
from roughly 155 feet to 300 feet. City mapping has identified the slopes in the project area as
Category 2 (moderate landslide potential) and Category 3 (high landslide potential) and
includes slopes with inclinations greater than 40 percent.
Kirkland I Tacoma I Mount Vernon
425-827-7701 1 www.aesgeo.com
Ryan Hill Utility Improvements
Tukwila, Washington Scope of Work
Review of the published geologic map of the region indicates the project area is underlain by
several different geologic units. Alluvial sediments deposited by the nearby Green River System
and artificial fill soils associated with the construction of Interstate -5 and other developments
are mapped along the Green River Valley floor and near the toe of Ryan Hill. Alluvial sediments
are typically encountered as loose to medium dense and are prone to liquefaction -induced
settlement where they are encountered as saturated. Bedrock is mapped along the lower half
of the project section of Ryan Hill. The upper half of the site has several different glacially
consolidated units mapped including pre -Fraser deposits, Vashon advance outwash, and
Vashon lodgement till. These glacially consolidated sediments typically have high-strength
characteristics due to their consolidation by the most recent advancing ice sheet and can range
from permeable sands and gravels to silty sands, silts, and clays with very low permeability.
Additionally, landslide deposits may be present on the sloping areas of the site.
We anticipate a shallow unconfined aquifer is present within the alluvial sediments near the
base of Ryan Hill. Groundwater may also be encountered within the Vashon advance outwash
and pre -Fraser sediments. Groundwater within these units will likely be perched on top of the
lower -lying, low -permeable geologic units (bedrock, or fine-grained zones of the pre -Fraser
sediments).
The project will install new water utilities using conventional open trenching methods. These
utility alignments are located along developed existing rights-of-way. We understand utility
depths will range from about 3 to 8 feet. Other features will include utility vaults, a
pressure -reducing valve station, electrolysis mitigation, and will also include drainage
improvements at 10349 Beacon Avenue South.
Project Site 2 is located across the east -facing slope of Tukwila Hill and about 1.5 miles south of
Project Area 1. This site is bounded to the north by South 141s' Street and South 142n6 Street, to
the east by 58th Avenue South, to the south by South 147th Street, and to the west by
56th Avenue South. Utility improvements at this location consist of about 1,600 feet of new
water line along 58th Avenue South and about 1,300 feet of new sewer line located between
the backyard areas of existing residential lots.
Review of the published geologic map indicates this general area is underlain by Vashon
lodgement till, with bedrock mapped at the surface to the east and southeast. Vashon
lodgement till exhibits high strengths and low permeability.
Project Area 3 is located along an approximate 700 -foot stretch of South 133r6 Street located
between Interurban Avenue South and South 134th Place. This stretch of South 133r6 Street
passes under two State Route 599 overpasses. The project will install new water utility along
this stretch of South 133r6 Street. This project location is situated within the valley floor west of
the Duwamish River.
March 13, 2026 ASSOCIATED EARTH SCIENCES, INC.
AWR/Id-20250024EO01-002 Page 2
Ryan Hill Utility Improvements
Tukwila, Washington Scope of Work
Geologic mapping indicates this project location is underlain by river alluvium and modified
land associated with State Route 599 construction. As with the portion of Project Site 1 located
in the valley floor, we anticipate shallow groundwater in this location.
SCOPE OF WORK
Our scope of work includes six primary tasks: 1) review of available site and project
information, 2) developing a subsurface exploration work plan, 3) utility locate and subsurface
explorations, 4) infiltration testing, 5) geotechnical report, and 6) meetings and consultation.
Our scope is discussed in detail below.
Task 1: Document Review
Our initial task will focus on compiling and reviewing pertinent site and vicinity geologic and
hydrogeologic information, including information obtained from local and state agencies and
our in-house database. We will also review readily available, water well reports, exploration
logs, and pertinent hydrogeologic and geotechnical consulting reports. Our document review
will also include any design documents made available by the City of Tukwila (City) and any
preliminary site plans or design documents prepared by PACE Engineers, Inc. (PACE). The
information obtained from our document review will be used to develop our work plan.
We estimate this task will take 3 days to complete.
Task 2: Work Plan
Following our document review, we will prepare a work plan detailing the number, type, depth,
and locations of our subsurface explorations. Our work plan will be provided to PACE and the
City for review. Generally, our explorations will be located along new utility alignments and
other key locations related to the proposed project improvements. The subsurface data from
our explorations will be used to provide design and construction recommendations and to
complete critical areas assessments. Where possible, AESI will locate explorations in areas that
are least impactful to traffic and pavement/concrete surfaces. Other items included in our work
plan will be a summary of efforts related to public utility locate marking, private utility locating,
obtaining right-of-way permits through the City, and obtaining traffic control plans for each
exploration location. After PACE and the City have reviewed and approved our work plan, we
will schedule the explorations.
We estimate this task will take one week to complete.
March 13, 2026 ASSOCIATED EARTH SCIENCES, INC.
AWR/Id-20250024EO01-002 Page 3
Ryan Hill Utility Improvements
Tukwila, Washington Scope of Work
Task 3: Utility Locate and Subsurface Explorations
Before performing any subsurface exploration work, we will make a one -call utility locate
request to mark publicly -owned on-site utilities at each boring location. It should be noted that
any privately -owned underground utilities at the site will not be marked by the public locating
service. For this reason, we will also hire a private utility locating service complete with vacuum
truck -assisted shallow excavation at the boring locations. The vacuum truck -assisted
excavations will be completed to depths of about 4 to 6 feet and will have a similar dimension
to the proposed borings. This excavation method is proposed due to the presence of numerous
underground utilities in the project vicinity.
Our explorations will generally consist of borings completed by advancing a 6 -inch -diameter
hollow -stem auger drill rig operated by a drilling subcontractor. The borings will be observed
and logged by one of our geologists or engineers. During the drilling process, samples will be
obtained at generally 2.5- to 5 -foot -depth intervals. After completion of drilling, each borehole
will be backfilled with bentonite chips and capped with on-site material.
Disturbed, but representative soil samples will be obtained by using the Standard Penetration
Test (SPT) procedure in accordance with ASTM International (ASTM) D-1586. This test and
sampling method consists of driving a standard 2 -inch, outside -diameter, split -barrel sampler a
distance of 18 inches into the soil with a 140 -pound hammer free -falling a distance of 30 inches.
The number of blows for each 6 -inch interval is recorded, and the number of blows required to
drive the sampler the final 12 inches is known as the Standard Penetration Resistance ("N") or
blow count. If a total of 50 blows is recorded at or before the end of one 6 -inch interval, the
blow count is recorded as the number of blows for the corresponding number of inches of
penetration. The resistance, or N -value, provides a measure of the relative density of granular
soils or the relative consistency of cohesive soils. These values will be plotted on our boring
logs.
The samples obtained from the split -barrel sampler will be classified in the field and
representative portions placed in watertight containers. The samples will then be transported
to our laboratory for further visual classification and testing as necessary.
Groundwater Level Monitoring Well
We recommend completing two of our borings as shallow groundwater monitoring wells to
monitor shallow groundwater at the portion of Project Site 1 located near MLK and at
Project Site 3. We anticipate groundwater will be shallow at these two locations and the wells
will provide seasonal groundwater level data to determine if there are impacts to utility
installation associated with the groundwater table. We have assumed the wells would be
installed to a depth of ten feet below the surface.
March 13, 2026 ASSOCIATED EARTH SCIENCES, INC.
AWR/Id-20250024EO01-002 Page 4
Ryan Hill Utility Improvements
Tukwila, Washington Scope of Work
After the wells have been completed, we will develop the wells and record the initial depth to
groundwater. For water table monitoring, we propose to install a pressure transducer
connected to an automatic data logger in the wells. The data loggers will be installed shortly
after drilling and will record hourly water levels through an entire wet season (October 1
through April 30). Bi -monthly hand measurements of the water levels in the wells will be
collected in conjunction with downloading of water level data recorded by the data loggers. The
data will be downloaded, entered into a spreadsheet, compensated for barometric pressure
effects, and calibrated with the manual water level measurements.
Task 3 Conclusion
After a cursory review of preliminary project planning documents, we anticipate up to 16 boring
locations (2 completed as shallow groundwater monitoring wells) will be needed to provide
subsurface information at suitable intervals along the new utility alignments and for the
drainage assessment location. Assuming an average boring depth of 15 feet, we estimate the
16 borings would take 5 days to complete. Note that deeper explorations may be needed in
some locations to assess critical areas and to assess infiltration potential. Also, we did not
assume any boring locations for the proposed sewer utility and Project Site 2 due to access
constraints.
We estimate we can schedule explorations within 4 weeks from the approval of our site plan.
This estimated schedule is subject to the review time for the right-of-way permit.
Task 4: Infiltration Testing
If our exploration borings encounter subsurface conditions potentially suitable for shallow
stormwater infiltration in the location of the drainage assessment, AESI will complete a second
phase of fieldwork that will consist of two infiltration tests. A subcontracted excavator will be
used to dig the test excavations. The in-situ infiltration tests will be completed generally
corresponding to the procedure described as a small-scale pilot infiltration test (PIT) in the 2021
King County Surface Water Design Manual. The required duration of the PIT is 7 hours and
includes a 6 -hour soaking period followed by a 1 -hour test period, after steady-state, relatively
constant -head conditions are achieved. Following the test period, the discharge will be
discontinued, and the level in the pit will be monitored at timed intervals for up to 1 hour to
determine the falling -head rate. We understand that the testing depth will be around 8 to
10 feet deep.
Site Restoration: Restoration will be limited to backfilling with excavated soils and
"bucket -tamping" of the backfill. Settlement of the backfill should be expected. We assume that
the City would conduct any additional resurfacing or planting.
March 13, 2026 ASSOCIATED EARTH SCIENCES, INC.
AWR/Id-20250024EO01-002 Page 5
Ryan Hill Utility Improvements
Tukwila, Washington Scope of Work
Water Supply: We have included costs for a water truck to supply water for the infiltration test.
If available and allowed by the water purveyor, a nearby hydrant could be used as a water
source for testing. If a hydrant can be used as a water source for the infiltration test, then the
water truck costs would not be charged to the project.
We estimate this task would take 2 days to complete.
Task 5: Geotechnical Report
Upon completion of our field explorations and laboratory testing programs, we will provide a
draft report that presents our various findings, conclusions, and recommendations. Specific
items to be addressed in our report will include the following:
• Project and site description, including a site plan showing exploration boring locations;
• Summary of geologic, soil, and groundwater conditions including interpretive logs of our
explorations and indications of high groundwater level;
• Laboratory testing results;
• An assessment of critical areas as defined by the City and a discussion of code
requirements as they relate to critical areas;
• Infiltration evaluation and preliminary design infiltration rates based on infiltration
testing, grain -size correlations, site variability, and groundwater;
• Geotechnical recommendations:
o Site preparation recommendations;
o Temporary cut slope recommendations;
o Bedrock rippability, if necessary;
o Mitigation for critical areas, if necessary;
o Temporary excavation recommendations;
o Discussion regarding dewatering;
o Wet weather recommendations;
o Structural fill recommendations, including suitability of site materials for reuse in
structural fill applications;
o Utility and vault subgrade recommendations;
o Utility backfill recommendations;
o Pavement restoration recommendations, if necessary;
• Recommendations for further study, if required.
March 13, 2026 ASSOCIATED EARTH SCIENCES, INC.
AWR/Id-20250024EO01-002 Page 6
Ryan Hill Utility Improvements
Tukwila, Washington Scope of Work
Once our draft report is reviewed by the design team and the City, we will revise our report to
address any provided questions and comments and issue a finalized report. We estimate our
draft report can be completed within 3 to 4 weeks following our subsurface exploration
program.
Task 5: Meetings and Consultation
Meetings and consultation can be provided as necessary and will be charged on a time and
materials basis.
CLOSURE
We look forward to the opportunity of working with you and other members of your project
team on this interesting project. Please do not hesitate to call if you have any questions or
require additional information. We are available to provide a cost estimate for an approved
scope of work upon request.
Sincerely,
ASSOCIATED EARTH SCIENCES, INC.
Kirkland, Washington
Anthony W. Romanick, P.E.
Associate Engineer
March 13, 2026
AWR/1d-20250024EO01-002
Carrie M. Mozingo, L.G., L.E.G., P.E.
Principal Engineering Geologist/Engineer
ASSOCIATED EARTH SCIENCES, INC.
Page 7
Ryan Hill Utility Improvements
COST ESTIMATE
AESI
3.2026
Task 1 - Document Review Subcontractor & Fees AESI Cost
Review $3,870
GIS Working $800
Subtotal $4,670
Task 1 Totals $4,670
Task 2 - Work Plan
Subcontractor & Fees
AESI Cost
Exploration Location Plan
Private Locate
$2,225
ROW Permits Coord
$6,750
$1,935
Traffic Control Plan Coord
$1,500
$484
ROW Permit Fees
$500
Traffic Control Plan Fee
$3,500
Task 4 Totals $16,250
Haul Cuttings
$4,000
Well Monitor
Subtotal $4,000
$4,644
Borings - 5 days
Task 2 Totals $8,644
Task 3 - Utility Locate and Borings
Subcontractor & Fees
AESI Cost
AESI Locate Visit (borings)
Private Locate
$1,160
AESI Field Prep
$6,750
$1,160
Private Locate
$1,500
$4,500
Vactor Borings 2 days
$6,900
Traffic Control 7 days
$13,750
Task 4 Totals $16,250
Haul Cuttings
$4,000
Well Monitor
$3,500
Borings - 5 days
$24,950
AESI Field Time 5 days
$7,200
Subtotal
$51,100
$13,020
Task 3 Totals
$64,120
Task 4 - PITs x 2
Subcontractor & Fees AESI Cost
AESI Locate Visit
$450
Private Locate
$400
Sub Excavator 2 days
$6,750
Water Supply Truck
$4,150
AESI Field Time 2 days -22 hrs
$4,500
Subtotal $11,300 $4,950
Task 4 Totals $16,250
Task 5 - Laboratoty Testing and Repotting Subcontractor & Fees
AESI Cost
Sample Review and lab 10 sieves
$3,420
Analysis
$1,000
Draft Report
$1,830
Figures, Logs
$950
Edits
$2,000
Final Report
$1,400
Subtotal $0
$10,600
Task 5 Totals $10,600
Task 6 - Project Management and Meetings Subcontractor & Fees
AESI Cost
Exploration Coordination Meeting
$1,100
Post Report Consultation Meeting
$1,100
Subtotal $0
$2,200
Task 6 Totals $2,200
COMBINED SUBTOTAL $66,400
$40,084
GRAND TOTAL $106,484
Roger Stodola
2506 S 361st ST
Federal Way, WA 98003, (253) 334-3454
Detectlnspector@gmail.com
nrvvrnrciigi2liiiirnsriiirn..net
WA State Inspector# 1205
March 25, 2026
This is a proposal between Detection Home Inspection, LLC (hereafter known as "DHI") and PACE for the
services of residential "crawlspace sewer line assessments".
IN CONSIDERATION OF the mutual promises, understandings, covenants and under -takings set for the
below, the parties hereto hereby proposes as follows:
Section 1 - SCOPE of Services:
DHI proposes to inspect residential properties identified as needed to observe the sewer and identify
sewer exit structures, documenting critical measurements via photograph. This inspection is a visual
inspection, with non-invasive checks of waste pipe plumbing material, from home (typically constructed
in crawlspace) leading to exterior visible pipe only. Inspection will identify general pipe condition,
including material and any alignment issues. Written report(s) will include address, material (or makeup),
general condition, direction and critical measurements from home to foundation wall only.
This inspection excludes any pipe hidden from view whether due to foundation, wood, debris or concrete
barrier. Unforeseen obstructions or unsafe conditions may prevent inspection. This inspection also
excludes side sewer conditions and should not be considered a "sewer inspection".
Although DHI is licensed as a Home Inspector for Washington State, this supplementary inspection does
not meet the requirements for standards of practice under WAC 308-408C and is supplementary in nature
and will meet only the partial items as identified in section 308 -408C -100(c).
Section 2 - Compensation:
DHI will provide personnel and all equipment, tools, materials, supplies and transportation necessary to
perform the work in a professional manner, at a cost of $350 (three hundred fifty dollars and zero cents)
per residence. The fee covers one site visit and inspection, per residence. Any subsequent inspections
required due to incomplete repairs or restricted access will be subject to a reinspection fee of $150.00 per
visit. DHI shall not exceed the authorized amount without the prior written authorization by PACE for any
additional services beyond the work identified above.
Section 3 — Services:
Residential construction of the "crawlspace sewer line assessments" service shall be provided according
to the schedule as agreed to between PACE and DHI within 30 days of agreed terms, during office hours,
Roger Stodola
2506 S 361st ST
Federal Way, WA 98003, (253) 334-3454
Detectlnspector@gmail.com
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WA State Inspector# 1205
Monday through Thursday, 9:00 am to 3:00 pm. Scheduling must be communicated via PACE and
occupant for each property identified and must be completed within a two-week period. Crawlspace
access may be required. Permission from homeowners and/or residents will be required for access.
Section 4—Terms and Conditions of Subconsultant Services:
The general terms and conditions are outlined above for reference. DHI recognizes that PACE has
executed a contract with other entities, and that the terms and conditions of that contract also apply
unless specifically modified in this agreement. Special terms and conditions may be included and
described as needed.
• The "crawlspace sewer line assessment" services shall be in effect when the quotation is
agreed to via signature by both parties, creating a contract for work.
• Once agreed upon, either party may, with or without cause, terminate this agreement at
any time upon thirty (30) days prior written notice to the other party. Notice of cancellation
shall be sent by email.
• Proposal will be valid until December 31st, 2026.
• Proposal timeline may be extended upon mutual written agreement.
• This supplementary inspection is contingent upon scheduling between PACE and DHI. PACE
will be responsible for scheduling with homeowner/occupant and conveying the schedule
to DHI.
Section 5 — Notifications:
Roger Stodola, Owner
Detection Home Inspection, LLC (DHI)
2506 South 361st Street
Federal Way, WA 98003
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..........................................
(253) 334-3454
Bill Reynolds and Pam Cobley
PACE Engineers, Inc
11255 Kirkland Way #300
Kirkland, WA 98033
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(425) 827-2014
Estimate
ESTIMATE DATE: Mar 23, 2026
CUSTOMER: Pace Engineering: Ryan Hill Improvements
BILLING ADDRESS: 11255 Kirkland Way Suite 300 Kirkland
WA 98033
CONTACT: Bill Reynolds
PRONE: 425.827.2014
20909 70th Ave W. Edmonds, WA 98026
Phone: (206) 783-3317
AFTER HOURS EMERGENCY (206)-819-3737
E -Mail: service@aqualisco.com
Web: http:/Awm.AQUALISCO.com
Estimate #: 35562
Scheduled Date:
Jobsite Arrival Time:
Jobsite: Ryan Hill Improvements
Tukwila, WA 98168
Jobsite Contact: Bill Reynolds
206.321.1109
SCOPE OF WORK: CCTV to inspect approx 800' of existing sewer for condition of pipe, lateral lauch approx 18 -22 of existing
side sewers for condition of pipe and surface locate. Customer to provide access to backyards in coordination with the city.
Charges apply portal to portal. Portal to portal refers to the time the contracted support has mobilized at the shop,
travel time to the project, and back to our shop. This includes time to decant and dispose of material removal. All
projects and team members employed, unless expressly agreed upon prior to contract signing, are subject to a 4
hour minimum, which relates to the Portal to Portal clause.
Actual cost may exceed or fall below the estimated total. Invoice subject to actual time and materials employed.
Hours exceeding 8 Hours Portal to Portal are subject to overtime rates. Guaranteed outcome not implied as sub -
terrain conditions are unknown until the commencement of this project. A fixed bid maximum is not implied. Unless
expressly agreed upon prior to the execution of this maintenance contract, no additional reporting is required by the
customer at the conclusion of the project to release payment per the terms of the agreement. Please see Terms &
Conditions.
City
Name
Description
Rate
Amount
Tax
Approved
16
CCTV Unit
CCTV Unit Crew
$385.00
$6.160.00
Tax
Yes
Adjusted for PW
16
Traffic Control
Traffic Control
$315.00
$5.040.00
Tax
Yes
Adjusted for PW
1
Wage Adj Intent
Filing fees for Affidavit of Prevailing work hours and filing fees for
$80.00
$80.00
Tax
Yes
Filing Fee
intent to pay prevailing wages.
TERMS & CONDITIONS REVIEWED AND ACCEPTED BY:
Signature:
Printed Name:
Signature Date:
Title:
Email:
Ph #:
ESTIMATE: $11,280.00
TAX: $1,173.12
ESTIMATE AMOUNT: $12,453.12
DEPOSIT PAID:$0.00
DEPOSIT DUE:$0.00
This scope of work is confidential to AQUALIS, [Customer] and their respective representatives. Without the prior
written consent of AQUALIS, [Customer] shall not, and shall not permit any of its representatives to, disclose to
any person: (a) the existence or contents of this scope of work; (b) the fact that investigations, discussions, or
negotiations are taking or have taken place concerning a transaction by AQUALIS and [Customer], including the
status thereof,- or (c) any terms, conditions, or other matters relating to this scope of work.
TERMS AND CONDITIONS
This Work Order is issued pursuant to that certain Master Services Agreement (if applicable), by and between New
Restoration and Recovery Services, LLC d/b/a AQUALIS and the Client, dated [insert date of MSA] (the
"Agreement'). Capitalized terms used and not defined in this Work Order shall have the meaning set forth in the
Agreement.
Charges apply portal to portal. Portal to portal refers to the time the contracted support has mobilized at
the shop, travel time to the project, and back to our shop. This includes time to decant and dispose of
material removal. All projects and team members employed, unless expressly agreed upon prior to
contract signing, are subject to a 4 hour minimum, which relates to the Portal to Portal clause.
Actual cost may exceed or fall below the estimated total. Invoice subject to actual time and materials
employed. Hours exceeding 8 Hours Portal to Portal are subject to overtime rates. Guaranteed outcome
not implied as sub -terrain conditions are unknown until the commencement of this project. A fixed bid
maximum is not implied. Unless expressly agreed upon prior to the execution of this maintenance
contract, no additional reporting is required by the customer at the conclusion of the project to release
payment per the terms of the agreement. Please see Terms & Conditions.
Any request by Customer for additional work beyond the scope of the work identified in this agreement shall be
charged at the rates set forth above and shall be included in the invoicing to Customer, and Customer agrees to
pay for the same. To the extent that AQUALIS encounters conditions that differ from those normally encounter
at a site of this nature or that were unknown to AQUALIS at the time of this estimate, AQUALIS will notify
Customer of the same. The cost of performing such additional work will be at the rates set forth above, unless
otherwise agreed to by the parties.
Quoted prices are good for 30 days, unless accepted. Once accepted, the quoted prices are only good for ninety
(90) days if the work has not commenced within 90 -days from the date of acceptance, if due to no fault of
AQUALIS. If work has not started within 90 days of the date of this agreement due to no fault of AQUALIS,
AQUALIS reserves the right to adjust its prices, if necessary, or to terminate this agreement.
The work will be performed by experienced AQUALIS technicians with job -specific safety training and
equipment.
If project calls for a wage adjustment (i.e. Prevailing Wage, Davis -Bacon, etc.), AQUALIS is to be notified in
advance and will, if necessary, subsequently adjust the price to reflect the additional wage levels. Customer's
failure to notify AQUALIS of prevailing wage requirements does not relieve Customer of its obligation for the
increased wage requirements, and Customer shall be responsible for the same.
TERMS OF PAYMENT: Invoice terms are Net 30.
Past due balances are subject to a finance charge at the rate of 1.5% per month, or the maximum rate allowed
by law. AQUALIS accepts checks and credit cards (VISA, MC, AMEX & DISCOVER are accepted and subject to a
4% processing fee). The extension of credit on open account is subject to the approval of AQUALIS Credit
Department. Prices are subject to all applicable sales, excise, privilege, use and/or other Local, State or Federal
taxes or fees, unless Customer provides AQUALIS with a current tax exemption certificate acceptable to the
taxing authorities.
Acceptance of this estimate creates a binding contract between the parties and is an express acceptance of the
Terms and Conditions contained herein. The rights of the parties shall be governed exclusively by the Terms
and Conditions herein. In the event of any conflict with any terms of any Customer purchase order, the Terms
and Conditions of this estimate shall control. Acceptance shall occur when Customer signs this estimate or
instructs AQUALIS to proceed with the work.
AQUALIS shall have a reasonable period of time from acceptance of this estimate in which to begin and to
complete its work. Customer warrants that AQUALIS will have adequate access to the site to perform its
services. If access is different from what was represented to or observed by AQUALIS at the time of the
estimate, additional charges may apply for the increased costs associated with gaining adequate access for
AQUALIS to perform its work. AQUALIS shall not be responsible for moving and/or removing any personal
property or contents within the premises, including items such as furniture and carpeting, unless otherwise
agreed to in writing. AQUALIS shall not be responsible for any damage to Customer's property, real and
personal, except for that damage caused by the gross negligence of AQUALIS.
With regard to duct cleaning, AQUALIS shall not be responsible for any deteriorated conditions of
the ducts as of the date of cleaning or for any loose or improperly installed, connected and/or
attached duct. AQUALIS will repair the same at additional cost.
The scheduled performance of the services is subject to any priorities or allocation necessitated by
any Governmental orders or regulations, the time and manner on the part of the Customer in supplying
necessary data, changes to the services requested by Customer, and delays caused by, but not limited to,
inaccessibility to the work site, fires, flood, acts of God, strikes, lockouts, riots, war, force majeure, breakdowns,
accidents, civil or military authority, shortage of vehicles, fuel or other material, shortage of labor, delays caused
by Customer, and any other cause beyond the reasonable control of AQUALIS. Delay resulting from any of the
aforementioned causes shall proportionately extend the term of service hereunder. Customer shall be responsible
for any and all loss or expense to AQUALIS occasioned by delays attributable to the Customer.
Every effort will be made to provide the services within the time stated herein (if applicable), but in no event
shall AQUALIS be responsible for any consequential, incidental, or punitive damages arising out of or relating to
any delay in AQUALIS'S performance whatsoever. In the event of any breach by AQUALIS, Customer's sole and
exclusive remedy shall be limited to the refund of any amounts paid to AQUALIS under this contract, and
AQUALIS shall not be responsible for any consequential, incidental, special, or punitive damages.
This contract contains the entire agreement and understanding, express or implied, between the parties with
respect to the services to be provided. Any and all other agreements, oral or written, are hereby merged into
and superseded by this contract. There are no other agreements which modify or affect the terms of this
contract. No amendment hereto shall be binding unless the terms thereof are in writing and signed by both
parties. No verbal or other agreements shall modify or affect this contract.
AQUALIS warrants that the services performed hereunder shall be performed in a workmanlike manner
consistent with applicable industry standards for work of this type for the following time periods:
*All services shall have a 30 -day labor warranty from date of completion of service*
Any claims or legal action against AQUALIS arising out of or relating to this agreement must be made and filed
within one (1) year of the date of this agreement.
The obligations of AQUALIS under this warranty shall be limited to either 1) Redoing that portion of the work
which is found not to meet industry standards for work of the type to be performed under this contract; or 2)
issuing a credit to Customer in an amount equal to the cost to remedy the deficient work, provided that
Customer gives AQUALIS prompt notice of the deficiency and an opportunity to inspect the same. It is expressly
agreed that the remedies provided for herein shall be the sole and exclusive remedy under this warranty.
THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY
WARRANTIES OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE. THERE ARE NO OTHER
EXPRESS OR IMPLIED WARRANTIES OTHER THAN THOSE CONTAINED HEREIN.
This agreement shall be governed by laws of the State of Washington. Venue and jurisdiction shall be in
Snohomish County, Washington. In the event of any legal action to enforce the terms of this agreement,
AQUALIS shall be entitled to its attorney fees and costs, including fees of experts, regardless of whether or not
suit is commenced. If any legal action is undertaken by AQUALIS to recover payment of any past due Invoice,
the costs and attorney fees incurred by AQUALIS will, at AQUALIS'S sole discretion, be added to the amount
due and will be the responsibility of Customer. Customer's right to trial by jury is hereby expressly waived.
TO THE EXTENT THAT THE CUSTOMER IS A CORPORATION OR LIMITED LIABILITY COMPANY: BY
ACCEPTING THE PROPOSAL, WHETHER BY WRITTEN SIGNATURE, EMAIL, FAX OR VERBAL
AUTHORIZATION TO PROCEED, THE INDIVIDUAL OWNERS OF SAID CORPORATION OR COMPANY HEREBY
ABSOLUTELY, UNCONDITIONALLY AND IRREVOCABLY PERSONALLY GUARANTEE TO AQUALIS THE FULL
AND PROMPT PAYMENT OF CUSTOMER'S ACCOUNT. THE OBLIGATIONS OF CUSTOMER AND
GUARANTOR(S) SHALL BE JOINT AND SEVERAL. SIGNATURES, OR OTHER INDICATION OF ACCEPTANCE,
WITH CORPORATE DESIGNATIONS SHALL NOT NULLIFY THE GUARANTOR'S PERSONAL LIABILITY
CREATED HEREIN.
If applicable, a "Notice to Customer, Model Disclosure Statement" ("Notice's is submitted with this estimate and,
upon acceptance of this estimate, Customer shall sign the Notice prior to AQUALIS starting work.
Department of Labor and Industries
Contractor Registration
Business Name: AQUALIS
Disclosure Statement
Notice to Customers
This contractor is registered with the state of Washington, registration no. _INNOV**803M1 has posted with
the state a bond or deposit of $_30,000.00 for the purpose of satisfying claims against the contractor for breach of
contract including negligent or improper work in the conduct of the contractor's business. The expiration date of this
contractor's registration is 7/21
THIS BOND OR DEPOSIT MIGHT NOT BE SUFFICIENT TO COVER A CLAIM THAT MIGHT ARISE FROM
THE WORK DONE UNDER YOUR CONTRACT.
This bond or deposit is not for your exclusive use because it covers all work performed by this contractor. The bond or deposit
is intended to pay valid claims up to $ 30,000.00 that you and other customers, suppliers, subcontractors, or
taxing authorities may have.
FOR GREATER PROTECTION YOU MAY WITHHOLD A PERCENTAGE OF YOUR CONTRACT
You may withhold a contractually defined percentage of your construction contract as retainage for a stated period of time to
provide protection to you and help insure that your project will be completed as required by your contract.
YOUR PROPERTY MAYBE LIENED.
If a supplier of materials used in your construction project or an employee or subcontractor of your contractor or
subcontractors is not paid, your property may be liened to payment and you could pay twice for the same work.
FOR ADDITIONAL PROTECTION, YOU MAY REQUEST THE CONTRACTOR TO PROVIDE YOU WITH
ORIGINAL "LIEN RELEASE" DOCUMENTS FROM EACH SUPPLIER OR SUBCONTRACTOR ON YOUR
PROJECT
The contractor is required to provide you with further information about lien release documents if you request it. General
information is also available from the state Department of Labor and Industries.
I have received a copy of this disclosure statement.
Dated this
Signature of Customer
day of
of the year
The contractor must retain a signed copy of this disclosure statement in his or her files fora minimum of three years and produce a signed or electronic signature copy of
the disclosure statement to the department upon request.
For more information, please refer to RCW 18.27.114.
FE25-030-000 Disclosure Statement Notice to Customer 12-2015