HomeMy WebLinkAboutContractAGREEMENT FOR A&E PROFESSIONAL SERVICES
THIS AGREEMENT, dated for reference purposes only as March 16, 2023, is by and between the
City of Renton (the “City”), a Washington municipal corporation, and Century West Engineering
Corporation (“Consultant”), and Oregon corporation. The City and the Consultant are referred to
collectively in this Agreement as the “Parties.” Once fully exe cuted by the Parties, this Agreement
is effective as of the last date signed by both parties.
1.Scope of Work: Consultant agrees to provide A&E professional services as specified in
Exhibit A, which is attached and incorporated herein and may hereinafter be referred to
as the “Work.”
2.Changes in Scope of Work: The City, without invalidating this Agreement, may order
changes to the Work consisting of additions, deletions or modif ications. Any such changes
to the Work shall be ordered by the City in writing and the Compensation shall be
equitably adjusted consistent with the rates set forth in Exhibit B or as otherwise mutually
agreed by the Parties.
3.Time of Performance: Consultant shall commence performance of the Agreement upon
execution of this Agreement. All Work shall be performed by no later than December 31,
2025.
4.Compensation:
A.Amount. Total compensation to Consultant for Work provided pursuant to this
Agreement shall not exceed $973,192.00 plus any applicable state and local sales
taxes. Compensation shall be paid based upon Work actually performed according to
the rate(s) or amounts specified in Exhibit B. The Consultant agrees that any hourly or
flat rate charged by it for its Work shall remain locked at the negotiated rate(s) unless
otherwise agreed to in writing or provided in Exhibit B. Except as specifically provided
herein, the Consultant shall be solely responsible for payment of any taxes imposed
as a result of the performance and payment of this Agreement.
B.Method of Payment. On a monthly or no less than quarterly basis during any quarter
in which Work is performed, the Consultant shall submit a voucher or invoice in a form
specified by the City, including a description of what Work has been performed, the
name of the personnel performing such Work, and any hourly labor charge rate for
such personnel. The Consultant shall also submit a final bill upon completion of all
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Work. Payment shall be made by the City for Work performed within thirty (30)
calendar days after receipt and approval by the appropriate City representative of the
voucher or invoice. If the Consultant’s performance does not meet the requirements
of this Agreement, the Consultant will correct or modify its performance to comply
with the Agreement. The City may withhold payment for work that does not meet the
requirements of this Agreement.
C. Effect of Payment. Payment for any part of the Work shall not constitute a waiver by
the City of any remedies it may have against the Consultant for failure of the
Consultant to perform the Work or for any breach of this Agreement by the
Consultant.
D.Non‐Appropriation of Funds. If sufficient funds are not appropriated or allocated for
payment under this Agreement for any future fiscal period, the City shall not be
obligated to make payments for Work or amounts incurred after the end of the
current fiscal period, and this Agreement will terminate upon the completion of all
remaining Work for which funds are allocated. No penalty or expense shall accrue to
the City in the event this provision applies.
5.Termination:
A.The City reserves the right to terminate this Agreement at any time, with or without
cause by giving ten (10) calendar days’ notice to the Consultant in writing. In the event
of such termination or suspension, all finished or unfinished documents, data, studies,
worksheets, models and reports, or other material prepared by the Consultant
pursuant to this Agreement shall be submitted to the City, if any are required as part
of the Work.
B.In the event this Agreement is terminated by the City, the Consultant shall be entitled
to payment for all hours worked to the effective date of termination, less all payments
previously made. If the Agreement is terminated by the City after partial performance
of Work for which the agreed compensation is a fixed fee, the City shall pay the
Consultant an equitable share of the fixed fee. This provision shall not prevent the
City from seeking any legal remedies it may have for the violation or nonperformance
of any of the provisions of this Agreement and such charges due to the City shall be
deducted from the final payment due the Consultant. No payment shall be made by
the City for any expenses incurred or work done following the effective date of
termination unless authorized in advance in writing by the City.
6.Warranties And Right To Use Work Product: Consultant represents and warrants that
Consultant will perform all Work identified in this Agreement in a professional and
workmanlike manner and in accordance with all reasonable and professional standards
and laws. Compliance with professional standards includes, as applicable, performing the
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Work in compliance with applicable City standards or guidelines (e.g. design criteria and
Standard Plans for Road, Bridge and Municipal Construction). Professional engineers shall
certify engineering plans, specifications, plats, and reports, as applicable, pursuant to
RCW 18.43.070. Consultant further represents and warrants that all final work product
created for and delivered to the City pursuant to this Agreement shall be the original work
of the Consultant and free from any intellectual property encumbrance which would
restrict the City from using the work product. Consultant grants to the City a non‐
exclusive, perpetual right and license to use, reproduce, distribute, adapt, modify, and
display all final work product produced pursuant to this Agreement. The City’s or other’s
adaptation, modification or use of the final work products other than for the purposes of
this Agreement shall be without liability to the Consultant. The provisions of this section
shall survive the expiration or termination of this Agreement.
7.Record Maintenance: The Consultant shall maintain accounts and records, which
properly reflect all direct and indirect costs expended and Work provided in the
performance of this Agreement and retain such records for as long as may be required by
applicable Washington State records retention laws, but in any event no less than six
years after the termination of this Agreement. The Consultant agrees to provide access
to and copies of any records related to this Agreement as required by the City to audit
expenditures and charges and/or to comply with the Washington State Public Records Act
(Chapter 42.56 RCW). The provisions of this section shall survive the expiration or
termination of this Agreement.
8.Public Records Compliance: To the full extent the City determines necessary to comply
with the Washington State Public Records Act, Consultant shall make a due diligent search
of all records in its possession or control relating to this Agreement and the Work,
including, but not limited to, e‐mail, correspondence, notes, saved telephone messages,
recordings, photos, or drawings and provide them to the City for production. In the event
Consultant believes said records need to be protected from disclosure, it may, at
Consultant’s own expense, seek judicial protection. Consultant shall indemnify, defend,
and hold harmless the City for all costs, including attorneys’ fees, attendant to any claim
or litigation related to a Public Records Act request for which Consultant has responsive
records and for which Consultant has withheld records or information contained therein,
or not provided them to the City in a timely manner. Consultant shall produce for
distribution any and all records responsive to the Public Records Act request in a timely
manner, unless those records are protected by court order. The provisions of this section
shall survive the expiration or termination of this Agreement.
9.Independent Contractor Relationship:
A.The Consultant is retained by the City only for the purposes and to the extent set forth
in this Agreement. The nature of the relationship between the Consultant and the City
during the period of the Work shall be that of an independent contractor, not
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employee. The Consultant, not the City, shall have the power to control and direct the
details, manner or means of Work. Specifically, but not by means of limitation, the
Consultant shall have no obligation to work any particular hours or particular
schedule, unless otherwise indicated in the Scope of Work or where scheduling of
attendance or performance is mutually arranged due to the nature of the Work.
Consultant shall retain the right to designate the means of performing the Work
covered by this agreement, and the Consultant shall be entitled to employ other
workers at such compensation and such other conditions as it may deem proper,
provided, however, that any contract so made by the Consultant is to be paid by it
alone, and that employing such workers, it is acting individually and not as an agent
for the City.
B.The City shall not be responsible for withholding or otherwise deducting federal
income tax or Social Security or contributing to the State Industrial Insurance
Program, or otherwise assuming the duties of an employer with respect to Consultant
or any employee of the Consultant.
C.If the Consultant is a sole proprietorship or if this Agreement is with an individual, the
Consultant agrees to notify the City and complete any required form if the Consultant
retired under a State of Washington retirement system and agrees to indemnify any
losses the City may sustain through the Consultant’s failure to do so.
10.Hold Harmless: The Consultant agrees to release, indemnify, defend, and hold harmless
the City, elected officials, employees, officers, representatives, and volunteers from any
and all claims, demands, actions, suits, causes of action, arbitrations, mediations,
proceedings, judgments, awards, injuries, damages, liabilities, taxes, losses, fines, fees,
penalties, expenses, attorney’s or attorneys’ fees, costs, and/or litigation expenses to or
by any and all persons or entities, arising from, resulting from, or related to the negligent
acts, errors or omissions of the Consultant in its performance of this Agreement or a
breach of this Agreement by Consultant, except for that portion of the claims caused by
the City’s sole negligence.
Should a court of competent jurisdiction determine that this ag reement is subject to RCW
4.24.115, (Validity of agreement to indemnify against liability for negligence relative to
construction, alteration, improvement, etc., of structure or improvement attached to real
estate…) 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, Consultant’s
liability shall be only to the extent of Consultant’s negligence.
It is further specifically and expressly understood that the indemnification provided in
this Agreement constitute Consultant’s waiver of immunity under the Industrial
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Insurance Act, RCW Title 51, solely for the purposes of this indemnification. The Parties
have mutually negotiated and agreed to this waiver. The provisions of this section shall
survive the expiration or termination of this Agreement.
11.Gifts and Conflicts: The City’s Code of Ethics and Washington State law prohibit City
employees from soliciting, accepting, or receiving any gift, gratuity or favor from any
person, firm or corporation involved in a contract or transaction. To ensure compliance
with the City’s Code of Ethics and state law, the Consultant shall not give a gift of any kind
to City employees or officials. Consultant also confirms that Consultant does not have a
business interest or a close family relationship with any City officer or employee who was,
is, or will be involved in selecting the Consultant, negotiating or administering this
Agreement, or evaluating the Consultant’s performance of the Work.
12.City of Renton Business License: Unless exempted by the Renton Municipal Code,
Consultant shall obtain a City of Renton Business License prior to performing any Work
and maintain the business license in good standing throughout the term of this
agreement with the City.
Information regarding acquiring a city business license can be found at:
https://www.rentonwa.gov/Tax
Information regarding State business licensing requirements can be found at:
https://dor.wa.gov/doing‐business/register‐my‐business
13.Insurance: Consultant shall secure and maintain:
A.Commercial general liability insurance in the minimum amounts of $1,000,000 for
each occurrence/$2,000,000 aggregate for the Term of this Agreement.
B.In the event that Work delivered pursuant to this Agreement either directly or
indirectly involve or require Professional Services, Professional Liability, Errors and
Omissions coverage shall be provided with minimum limits of $1,000,000 per
occurrence. "Professional Services", for the purpose of this section, shall mean any
Work provided by a licensed professional or Work that requires a professional
standard of care.
C.Workers’ compensation coverage, as required by the Industrial Insurance laws of the
State of Washington, shall also be secured.
D.Commercial Automobile Liability for owned, leased, hired or non‐owned, leased, hired
or non‐owned, with minimum limits of $1,000,000 per occurrence combined single
limit, if there will be any use of Consultant’s vehicles on the City’s Premises by or on
behalf of the City, beyond normal commutes.
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E.Consultant shall name the City as an Additional Insured on its commercial general
liability policy on a non‐contributory primary basis. The City’s insurance policies shall
not be a source for payment of any Consultant liability, nor shall the maintenance of
any insurance required by this Agreement be construed to limit the liability of
Consultant to the coverage provided by such insurance or otherwise limit the City’s
recourse to any remedy available at law or in equity.
F.Subject to the City’s review and acceptance, a certificate of insurance showing the
proper endorsements, shall be delivered to the City before performing the Work.
G.Consultant shall provide the City with written notice of any policy cancellation, within
two (2) business days of their receipt of such notice.
14.Delays: Consultant is not responsible for delays caused by factors beyond the
Consultant’s reasonable control. When such delays beyond the Consultant’s reasonable
control occur, the City agrees the Consultant is not responsible for damages, nor shall the
Consultant be deemed to be in default of the Agreement.
15.Successors and Assigns: Neither the City nor the Consultant shall assign, transfer or
encumber any rights, duties or interests accruing from this Agreement without the
written consent of the other.
16.Notices: Any notice required under this Agreement will be in writing, addressed to the
appropriate party at the address which appears below (as modified in writing from time
to time by such party), and given personally, by registered or certified mail, return receipt
r equested, by facsimile or by nat ionally recognized overnight courier service. Time period
for notices shall be deemed to have commenced upon the date of receipt, EXCEPT
facsimile delivery will be deemed to have commenced on the first business day following
transmission. Email and telephone may be used for purposes of administering the
Agreement, but should not be used to give any formal notice required by the Agreement.
CITY OF RENTON
William Adams, PE
1055 South Grady Way
Renton, WA 98057
Phone: (206) 775‐6862
wadams@rentonwa.gov
CONSULTANT
Kurt Addicott, PE
22232 17th Ave SE
Bothell, WA 98021
Phone: (425) 941‐6235
kaddicott@centurywest.com
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17.Discrimination Prohibited: Except to the extent permitted by a bona fide occupational
qualification, the Consultant agrees as follows:
A.Consultant, and Consultant’s agents, employees, representatives, and volunteers
with regard to the Work performed or to be performed under this Agreement, shall
not discriminate on the basis of race, color, sex, religion, nationality, creed, marital
status, sexual orientation or preference, age (except minimum age and retirement
provisions), honorably discharged veteran or military status, or the presence of any
sensory, mental or physical handicap, unless based upon a bona fide occupational
qualification in relationship to hiring and employment, in employment or application
for employment, the administration of the delivery of Work or any other benefits
under this Agreement, or procurement of materials or supplies.
B.The Consultant will take affirmative action to insure that applicants are employed and
that employees are treated during employment without regard to their race, creed,
color, national origin, sex, age, sexual orientation, physical, sensory or mental
handicaps, or marital status. Such action shall include, but not be limited to the
following employment, upgrading, demotion or transfer, recruitment or recruitment
advertising, layoff or termination, rates of pay or other forms of compensation and
selection for training.
C.If the Consultant fails to comply with any of this Agreement’s non‐discrimination
provisions, the City shall have the right, at its option, to cancel the Agreement in
whole or in part.
D.The Consultant is responsible to be aware of and in compliance with all federal, state
and local laws and regulations that may affect the satisfactory completion of the
project, which includes but is not limited to fair labor laws, worker's compensation,
and Title VI of the Federal Civil Rights Act of 1964, and will comply with City of Renton
Council Resolution Number 4085.
18.Miscellaneous: The parties hereby acknowledge:
A.The City is not responsible to train or provide training for Consultant.
B.Consultant will not be reimbursed for job related expenses except to the extent
specifically agreed within the attached exhibits.
C.Consultant shall furnish all tools and/or materials necessary to perform the Work
except to the extent specifically agreed within the attached exhibits.
D.In the event special training, licensing, or certification is required for Consultant to
provide Work he/she will acquire or maintain such at his/her own expense and, if
Consultant employs, sub‐contracts, or otherwise assigns the responsibility to perform
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the Work, said employee/sub‐contractor/assignee will acquire and or maintain such
training, licensing, or certification.
E. This is a non‐exclusive agreement and Consultant is free to provide his/her Work to
other entities, so long as there is no interruption or interference with the provision of
Work called for in this Agreement.
F. Consultant is responsible for his/her own insurance, including, but not limited to
health insurance.
G. Consultant is responsible for his/her own Worker’s Compensation coverage as well as
that for any persons employed by the Consultant.
19. Other Provisions:
A. Approval Authority. Each individual executing this Agreement on behalf of the City
and Consultant represents and warrants that such individuals are duly authorized to
execute and deliver this Agreement on behalf of the City or Consultant.
B. General Administration and Management. The City’s project manager is William
Adams. In providing Work, Consultant shall coordinate with the City’s contract
manager or his/her designee.
C. Amendment and Modification. This Agreement may be amended only by an
instrument in writing, duly executed by both Parties.
D. Conflicts. In the event of any inconsistencies between Consultant proposals and this
Agreement, the terms of this Agreement shall prevail. Any exhibits/attachments to
this Agreement are incorporated by reference only to the extent of the purpose for
which they are referenced within this Agreement. To the extent a Consultant
prepared exhibit conflicts with the terms in the body of this Agreement or contains
terms that are extraneous to the purpose for which it is referenced, the terms in the
body of this Agreement shall prevail and the extraneous terms shall not be
incorporated herein.
E. Governing Law. This Agreement shall be made in and shall be governed by and
interpreted in accordance with the laws of the State of Washington and the City of
Renton. Consultant and all of the Consultant’s employees shall perform the Work in
accordance with all applicable federal, state, county and city laws, codes and
ordinances.
F. Joint Drafting Effort. This Agreement shall be considered for all purposes as prepared
by the joint efforts of the Parties and shall not be construed against one party or the
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other as a result of the preparation, substitution, submission or other event of
negotiation, drafting or execution.
G. Jurisdiction and Venue. Any lawsuit or legal action brought by any party to enforce or
interpret this Agreement or any of its terms or covenants shall be brought in the King
County Superior Court for the State of Washington at the Maleng Regional Justice
Center in Kent, King County, Washington, or its replacement or successor. Consultant
hereby expressly consents to the personal and exclusive jurisdiction and venue of
such court even if Consultant is a foreign corporation not registered with the State of
Washington.
H. Severability. A court of competent jurisdiction’s determination that any provision or
part of this Agreement is illegal or unenforceable shall not cancel or invalidate the
remainder of this Agreement, which shall remain in full force and effect.
I. Sole and Entire Agreement. This Agreement contains the entire agreement of the
Parties and any representations or understandings, whether oral or written, not
incorporated are excluded.
J. Time is of the Essence. Time is of the essence of this Agreement and each and all of
its provisions in which performance is a factor. Adherence to completion dates set
forth in the description of the Work is essential to the Consultant’s performance of
this Agreement.
K. Third‐Party Beneficiaries. Nothing in this Agreement is intended to, nor shall be
construed to give any rights or benefits in the Agreement to anyone other than the
Parties, and all duties and responsibilities undertaken pursuant to this Agreement will
be for the sole and exclusive benefit of the Parties and no one else.
L. Binding Effect. The Parties each bind themselves, their partners, successors, assigns,
and legal representatives to the other party to this Agreement, and to the partners,
successors, assigns, and legal representatives of such other party with respect to all
covenants of the Agreement.
M. Waivers. All waivers shall be in writing and signed by the waiving party. Either party’s
failure to enforce any provision of this Agreement shall not be a waiver and shall not
prevent either the City or Consultant from enforcing that provision or any other
provision of this Agreement in the future. Waiver of breach of any provision of this
Agreement shall not be deemed to be a waiver of any prior or subsequent breach
unless it is expressly waived in writing.
4/5/2023
Approved by Cheryl Beyer via 3/16/2023 email
1
Exhibit A
November 4, 2022
Scope of Work
Taxiway A Reconstruction / Rehabilitation and Associated Improvements
Phase 1 – Predesign Coordination, Site Investigations, and Preliminary Engineering
Analysis Services
for the
Renton Municipal Airport
Rev 11-4-2022_r11c
GENERAL
This Phase 1 general scope of work is to provide engineering predesign services, site
investigations, and preliminary engineering for the Taxiway A Reconstruction /
Rehabilitation and Associated Improvements Project at the Renton Municipal Airport.
This scope of work details activities and work elements needed to define the project’s:
• Final design criteria
• Project elements and project area extents
• Requirements and alternatives
• Estimated project costs relative to anticipated funding
• Potential additive project elements
• Bid approach (one versus two bid packages) relative to two separate fiscal year
FAA Discretionary Construction Grants
• Permitting requirements
• FAA infrastructure modification requirements
• Stakeholder constraints and considerations that will influence final design
• Confirmation of project element Airport Improvement Program (AIP) eligibility
• FAA reimbursable agreement applicability, and
• Other factors that will influence the final project definition to be carried forward
into final design and construction
The final determination and extent of project elements will be developed as part of this
Phase 1 scope. Upon completion of the preliminary assessments and preliminary
engineering analysis, a final summary of the proposed project definition to be undertaken
will be developed and submitted to the Airport and FAA for review and concurrence; to
inform the future Phase 2 Final Design scope of work.
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PROJECT PURPOSE, NEED & PROPOSED IMPROVEMENTS
The proposed project anticipates design progressing through 2023; with construction
anticipated over two years and with two programmed discretionary AIP grants in 2024
and 2025. The Taxiway A and connector pavement, Pavement Condition Index values
are anticipated by 2024 to be in the low 50’s to 60 range and are indicative of significant
reconstruction and/or rehabilitation of these pavements. The taxiway is currently
supported by an existing taxiway edge lighting and signage system; however, this system
is failing and in need of replacement and anticipates an upgrade to an LED system.
Additionally, the infield areas between Taxiway A and the Runway are not adequately
draining and are in need of storm drainage improvements to address the issues. The
existing westside portion of the Flush Mount Fire Hydrant (FMFH)system running
north/south under Taxiway A is aging infrastructure that is in poor condition, leaking,
and is potentially impacting taxiway and object free area (OFA) subgrade stability
conditions. The north/south aligned portion of the fire waterline along Taxiway A is
anticipated to be removed as part of this project. No replacement of this alignment is
anticipated as part of this project. A portion of the fire water line is aligned east/west and
crosses under Taxiway A just south of connector Taxiway A6, and supplies fire hydrants
serving the fuel farm. This portion of the fire water line is necessary to maintain to
support fire response at the fuel farm. This east/west portion of the fire waterline
crossing under Taxiway A, is also anticipated to be in poor condition with the potential to
impact reconstructed subgrade conditions. Given this the project anticipates replacing the
east/west fire waterline crossing under Taxiway A. This replacement is anticipated to
start from and include a portion of the system in the infield (between Runway and
Taxiway A), and extend through the portion crossing under Taxiway A, and extending
under the pavement to the edge of the hardstand west of Taxiway A.
The summary of anticipated project elements are as follows:
Planned Project Elements
Map Color
Coded Area
Project Elements
Taxiway A
& Connector
Areas
• Taxiway A Reconstruction / Rehabilitation
• Taxiway A1, A2, A3, A4, A5, A6, A7 Reconstruction /
Rehabilitation (current alignments)
• Add/Construct Paved Grp III Shoulders to Taxiway A7 and the
South portion of Taxiway A (between A7 and A6) that serves Grp
III aircraft under their own power.
• Add/Construct Paved Grp II Shoulders to remaining Taxiway A
north of the Grp III power out area, as well as Connector
Taxiways A1, A2, A3, A4, A5, and A6.
• Upgrade/Replace Taxiway A Edge Lighting to LED System
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Infield Areas • Replace/Shift Infield Signage in sync with Taxiway A and any
other additive Runway Improvements
• Remove north/south aligned Fire Waterline along Taxiway A
• Under Taxiway A, replace east/west crossing failed and leaking
Fire Waterline pipe, fittings, and appurtenances
• Construct Infield Drainage Improvements between Taxiway A
and Runway
Adjacent
Pavement
Area
• Reconstruct / Rehabilitate Apron Service Road and Sea Plane
Ramp pavements adjacent to Taxiway A to match and transition
to FAA compliant grade improvements on Taxiway A.
All project elements above are anticipated to be AIP eligible, with the exception of the
Group II shoulders which are anticipated to be non-AIP eligible, and will be self-funded
by the Airport as a non-eligible bid schedule.
See Associated color coded project map Figure 1 for project areas, and Figure 2 for Fire
Waterline removal and replacement areas.
PROJECT CONSULTANTS
The prime consultant for this project is Century West Engineering (CWE). Subconsultants for Phase 1 of this project include:
• Kimley Horn (KH) will provide engineering services for electrical, lighting,
signage, fire waterline/hydrant, stormwater, and supplemental civil support
services. Storm drainage CCTV condition inspection will further be provided
by subconsultant to Kimley Horn.
• HWA Geosciences (HWA) will perform geotechnical/pavement investigations
for the project, and
• 1 Alliance Geomatics (1AG) will provide survey services
During Phase 2 Final Design two other subconsultants may be utilized as necessary. These two other firms would include GRI, providing as needed supplementary pavement analysis support; and Environmental Science Associates (ESA) to provide environmental specialty services as necessary for project permitting.
Unless noted otherwise, all services will be performed by CWE.
The activities and work elements for each task are described in the scope of work that
follows.
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A. PREDESIGN & PRELIMINARY ENGINEERING SERVICES
TASK 1 - PROJECT MANAGEMENT/ADMINISTRATION
Task 1 Work Items: 1. Finalize work scope, and negotiate contract with the Airport. 2. Prepare and provide a detailed scope of work, prepare project overview exhibit, prepare survey and geotechnical investigational exhibit, and a spreadsheet without costs to the Airport for obtaining an independent fee estimate (IFE) by a separate consultant.
3. Carry out project administration including, but not limited to monitoring design
and project schedules, coordination of project with the Airport and FAA,
coordination of subconsultants contracts, monitoring and reporting schedule and
budget status to the Airport and FAA, preparation of monthly consultant invoices
for submittal to the Airport.
Activity during the Phase 1 Predesign activities is expected to occur over a 6-
month period.
4. Attend up to 12 project meetings with the Airport to coordinate project investigation logistics, review project status, review investigation findings, review preliminary engineering findings and concepts, and coordinate other project logistics and schedules as necessary. These meetings are anticipated to be attended by the Project Manager and Airfield Lead Engineer (CWE); and the Utilities Lead Engineer (KH), and up to two other CWE staff, and up to two other KH staff. It is assumed that 8 meetings will be held via video conferencing, and 4 meetings will be held on-site. (CWE, KH)
5. Coordinate and manage project team activities, including subconsultants work
activities and project progress.
6. This effort includes conducting and attending bi-weekly project consultant team
meetings to coordinate work tasks and technical details between the prime
consultant and subconsultants work tasks. Up to 12 meetings are anticipated.
Meetings are anticipated to be attended by the Project Manager, Airfield Lead
Engineer, and up to one other Airfield Engineer (CWE); and by the Utilities Lead
Engineer, and up to two other engineers (KH). Meetings will be held via video
conferencing. (CWE, KH)
7. Develop and provide a project schedule to the Airport and FAA. Up to 3
revisions are anticipated. (CWE, KH)
8. Conduct in-house quality control for each element of preliminary engineering
analysis. (CWE, KH)
5
9. Prepare one design only AIP grant application and associated sketches. The
design only grant will include both the Phase 1 Predesign (this scope), and the
future Phase 2 – Final Design costs and Airport administration costs. This grant
application is anticipated to be submitted after completion of the Phase 1 work
activities and the final Phase 2 negotiated design fee, vetted through the
independent fee estimate process and approved by the FAA.
10. Prepare and submit up to five (5) FAA Quarterly Performance Reports, and up to
two (2) annual financial reporting for fiscal year FY23 and FY24 (forms 425, and
270/271).
Primary Task 1 Deliverables:
• Contract scope and fee schedule PDF
• Project overview exhibit PDF
• Survey and geotech investigational exhibits PDF
• Documents for Independent Fee Estimate (IFE) review PDF & EXCEL
• Project schedule PDF
• FAA grant application PDF & Word
• FAA quarterly and annual reporting forms PDF & Word
TASK 2 - PROJECT PRE-DESIGN ASSESSMENT & COORDINATION
Task 2 Work Items:
1. Perform a preliminary meeting with the Airport (on-site) to identify initial project
needs and parameters. This meeting will inform and assist in preparing the
agenda for the FAA Predesign scope discussions. Meeting will be attended by the
Project Manager and Airfield Lead Engineer.
2. Coordinate FAA NEPA review requirements for the project, research and
coordinate historic records of existing Airport conditions, prepare draft responses
to FAA NEPA inquiry questions, and prepare question response document with
historic photo and record drawing details. Question response document required
by FAA to inform FAA determination on what NEPA review requirements are
applicable for the project (undocumented CatEx or documented CatEx). Effort
includes submission of question response document to FAA for determination of
CatEx requirements. (Note: based on question response information submitted to
the FAA, the project was issued a CatEx determination on Oct. 18, 2022).
3. Undertake FAA predesign meeting preparation. Effort includes researching
existing configurations and relevant FAA standards, preparing project overview
map, preparing proposed project elements list, preparing predesign checklist
agenda.
4. Attend an FAA predesign meeting with the Airport and FAA at the FAA-Airports
District Office (ADO). Effort includes meeting attendance and preparing meeting
minutes. Meeting minutes will be circulated to the Airport, FAA, and the
6
Consultant team. Meeting will be attended by the Project Manager and Airfield
Lead Engineer.
5. Perform initial site familiarization visit with key lead engineers in preparation
City pre-application meeting and FAA Discovery meeting. Site visit will be
attended by the Project Manager and Airfield Lead Engineer (CWE); and the
Utilities Lead Engineer, and Stormwater Lead Engineer (KH). (CWE, KH)
6. Undertake preparation research for City pre-application meeting. Effort includes research, identification, and summarizing anticipated local, State, and Federal applicable regulatory requirements and permits anticipated for the project. Permits, as required, will be prepared and filed in a subsequent phase of the work, and is not included in this scope of work. This meeting is anticipated to be attended by the Project Manager and Airfield Lead Engineer (CWE); and the
Utilities Lead Engineer, and Stormwater Lead Engineer (KH). (CWE, KH)
7. Coordinate and attend a pre-application review meeting with Airport staff and the City of Renton. This meeting will be held on-site at Renton City Hall. This meeting will identify local project permitting, design review procedures, and applicable local design codes/ordinances and standards. This meeting is anticipated to be attended by the Project Manager and Airfield Lead Engineer (CWE); and the Utilities Lead Engineer, and Stormwater Lead Engineer (KH). (CWE, KH)
8. Attend FAA Discovery Meeting and undertake follow up coordination with FAA ATO NAS Planning and Integration and other lines of Business to identify any impact on FAA facilities and/or services specific to the Air Traffic Organization. Task effort anticipates up to two (2) meetings, and follow up coordination during the predesign task period. Meetings are anticipated to be performed via video-conferencing. These meetings are anticipated to be attended by the Project Manager and Airfield Lead Engineer (CWE); and the Utilities Lead Engineer
(KH). (CWE, KH)
9. Attend Boeing infrastructure investigational meeting and undertake follow up coordination with Boeing facilities staff to identify any potential impact on Boeing utilities or infrastructure. Task effort anticipates up to two (2) meetings, and follow up coordination during the predesign task period. Meetings are anticipated to be performed via video-conferencing. These meetings are anticipated to be attended by the Project Manager and Airfield Lead Engineer
(CWE); and the Utilities Lead Engineer (KH). (CWE, KH)
10. Coordinate with the Airport to acquire pertinent record data, drawings, and files.
Effort includes downloading and transferring data files; and review, assessment,
sorting, and documenting content. A data collection log will be developed to
document data content and source date for to determine agreed up record data
from which design will be established from.
11. Consolidate record data for use by survey utility locator.
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Primary Task 2 Deliverables:
• FAA NEPA question response document PDF
• FAA pre-design meeting agenda and meeting minutes PDF
• City pre-application package, agenda, and meeting minutes PDF
• FAA Discovery meeting agenda, support materials, and meeting minutes PDF
• Data collection log PDF
TASK 3 – DESIGN SURVEYING
Task 3 Work Items:
1. Contact the utility notification (“one call”) center to request utility locates for
outside of the Airport perimeter fence. Additionally, engage a utility locate firm
to locate on-Airport utilities and coordinate on-Airport utility locations with the
Airport. Coordinate the location of FAA owned facilities through the Airport.
Utility record information will be provided by the Airport and FAA and
coordinated through the prime Consultant. (1AG)
2. Conduct topographic survey for the Taxiway A Reconstruction / Rehabilitation
and Associated Improvements Project. The survey area inc ludes the project area
for the planned project elements, as well as additional areas outside of the
anticipated project area. Survey data to be collected outside the anticipated
project area is necessary in order to check grade tie-in improvements meet all
FAA requirements; transition and tie-in to existing adjacent grades; and also, do
not create non-standard conditions outside the improvement area. Additionally,
survey of utilities outside the primary project area is necessary to establish utility
connections and/or storm water connections into the Black River Box Culvert.
See Figure 1 for project survey areas A and B. (1AG)
a. The limits of topographic surveying are approximately as follows:
• Survey Area A includes the project areas for planned project elements
including Taxiway A and connector areas, infield areas, and adjacent
pavement areas, and extends out to the Runway 16-34 centerline.
The Area A topographic survey encompasses an area of
approximately 50 acres and is defined on the attached survey area
limits diagram (Figure 1).
• Outside of the primary planned and additive improvement areas
depicted on Figure 1, the survey shall include an additional 10 field
survey days to document exterior utility infrastructure or impact items
necessary to support design of the planned and additive
improvements. This additional survey for exterior utility or other
features may not be contiguous areas, and may consist of (but not
limited to) survey mapping of utility runs from the primary project
area to their perspective outfall or termini as appropriate. The extents
of this survey are undefined at this time, and if additional survey
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requirement necessitate efforts beyond the 10 additional survey days,
this effort will be included in the future Phase 2 Final Design Scope.
b. Survey requirements are as follows:
1) For Survey Area A, survey data on pavement surfaces, shall be collected
at cross sections on a 25’ (maximum) interval or a 25’ (maximum) grid
as appropriate. Survey data, off of pavement surfaces, shall be collected
at cross sections on a 50’ (maximum) interval or a 50’ (maximum) grid
as appropriate. Survey grid and points shall be tighter as necessary to
gather variations in grades and grade breaks occurring on or off
pavements.
2) The topographic survey within Survey Area A, shall further include
existing pavement striping/markings, tie-down anchors, edge lights and
reflectors, signs, ditches, swales, drainage structures, water system
components, valve cover and top of nut, manholes, vaults, top of
structures, inverts elevations and orientation of all pipe/conduit
connections, pipe /conduit sizes, material types, duct bank markers,
fences, buildings, tie-down anchors, pavement edges (AC and PCC),
PCC interior panel joints, gravel areas, roadways, utilities, test pits,
pavement core locations, NAVAIDS and other structures or surface
features within the survey limits.
3) The topographic survey of the additional data outside of Area A, may
include as directed by the Engineer, roadway ROW corridor pavement
and infrastructure components, existing pavement striping/markings,
lighting, signs, ditches, swales, drainage structures, water system
components, valve cover and top of nut, manholes, vaults, top of
structures, inverts elevations and orientation of all pipe/conduit
connections, pipe /conduit sizes, material types, duct bank markers,
fences, buildings, tie-down anchors, pavement edges (AC and PCC),
PCC interior panel joints, gravel areas, roadways, utilities, test pits,
pavement core locations, and other structures or surface features within
the survey limits.
4) Survey of signs shall include all four corners of foundation and mow
pad, and all four corners of sign structure. Sign inscription (both sides)
shall be quantified within survey data.
5) Taxiway and Runway edge lights, and taxiway reflectors, shall be
surveyed at center of light or reflector. All survey points shall capture
both horizontal and vertical data.
6) Survey all utility marks, and if flagging is placed as part of site
investigations, locate and survey flagging denoting features identified.
Location of these features should be done concurrently with the topo
survey if possible. If it is not possible to locate these items concurrent
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with the topo survey, make up to 1 additional trip to the site to tie the
flagging.
7) Locate and survey boring and test pit locations as undertaken as part of
the geotechnical investigation. Location of these features should be done
concurrently with the topo survey if possible.
8) Where concrete (PCC) panels exist, collect topographic survey data for
panel joint layout.
9) Document additional features including grade breaks, interface between
types of pavement (i.e. PCC and AC), pavement cuts, patches, and
utility patches/trenches.
10) For Airport NAVAIDS to be surveyed within defined survey areas, note
the base elevation, and the centerline lens or array height.
11) Establish horizontal (NAD 83) and vertical control (NAVD 88) for the
survey work at the airport. Establish one benchmark for elevation control
and a minimum of three points for horizontal control. Tie the survey to
the runway centerline end points and alignment; and any Airport Primary
and Secondary Airport Control, (PACS and SACS); and any temporary
Survey Monuments of record established as part of this task. All
elevations shall be accurate to 0.10 feet off pavement and 0.01 on
pavement or structures.
12) Develop a topographic survey contour map at a scale of 1”=50’, and
survey digital terrain model for use in the design. The contour interval
shall be 0.5 feet.
3. Coordinate and schedule survey activities, and conduct one site visit during
topographic survey to provide project management coordination onsite (CWE).
4. Prepare (CAD) base map from topographic survey drawing files, for use in design
and plan development (CWE).
Primary Task 3 Deliverables:
• Survey drawing and digital terrain model (CAD) files.
• Project base map (CAD) file.
TASK 4 – GEOTECHNICAL & PAVEMENT INVESTIGATION
Task 4 Work Items:
1. Review prior geotechnical and environmental reports to assess pertinent site
information.
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2. Prepare a site exploration plan describing proposed field activities, timing and
exploration locations for review by CWE and the Airport.
3. Schedule the field work and conduct a visit to the site to mark locations of cores
and test pits for utility locate coordination with survey subconsultant. Utility
locate is to be hired and coordinated by the survey sub-consultant in Task 3. This
task duration is anticipated to be 1 day.
4. Conduct geotechnical/pavement investigation for the project. (HWA)
a. The limits of geotechnical/pavement investigations are approximately as
follows:
• The geotechnical area includes the project areas for planned project
elements including Taxiway A and connector areas, infield areas
between Taxiway A and the Runway, and adjacent pavement areas
west of Taiway A. The geotechnical investigation area limits is
defined on the attached Figure 1.
b. Geotechnical and pavement investigation requirements are as follows:
1) Bore the existing Taxiway A, Taxiway A connectors, adjacent
TOFA/service road pavements, and seaplane ramp/apron pavements that
will be reconstructed in a minimum of 70 locations (2 bores every 200’
along Taxiway A, A1, & A7; 2 bores each on A2, A3, A4, A5, & A6).
Determine the thickness of the existing asphalt or Portland Cement
Concrete (PCC) pavements, depth of existing base material, depth of
existing subbase material, and depth to native subgrade or bedrock.
Collect bulk subgrade samples from bores for completing moisture-
density and CBR tests to correlate SPT values. On bulk samples
determine existing subgrade density (compaction), gradations, soil
characteristics, and modulus/California Bearing Ratio (CBR) values of
material. Document the observed groundwater level, probable maximum
annual groundwater level, and any observed restrictive layers, such as
buried PCC, bedrock or clay. Prepare logs of all bore data. Backfill the
explorations and patch pavement bores with non-shrink epoxy grout (or
equivalent). This task duration is estimated at 5 days.
2) Perform up to 20 pavement cores and perform Dynamic Cone
Penetrometer (DCP) testing on the base rock and subgrade to estimate
in-situ resilient modulus (and/or equivalent CBR) values.
3) Conduct Falling Weight Deflectometer (FWD) testing along Taxiway A,
A1, and A7 and adjacent pavement areas (5,415’x 125’approx); and
along connector Taxiways A2 (175’ x 80’), A3 (275’ x 40’), A4 (180’ x
40’), A5 (260’ x 40’), and A6 (200’ x 50’). This task duration is
estimated at 2 days.
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4) Core the existing apron pavement at up to 6 locations for identification
of utility depth. HWA will coordinate a vacuum truck to remove base
rock and/or other backfill above the utility. Following measurements,
backfill the exploration and patch the pavement core with non-shrink
epoxy grout (or equivalent). This task duration is estimated at 1 day.
5) Perform up to 16 test pit explorations in infield areas between Taxiway
A and the Runway. Obtain bulk samples outside for completing
moisture-density, gradations, CBR tests, Atterberg limits, frost group, and
soil logs documenting depth and quantification of strata layers and
associated characteristics. Document the observed groundwater level,
probable maximum annual groundwater level, and any observed
restrictive layers, such as shallow buried PCC, bedrock or clay. This
task duration is anticipated at 2 days.
6) Perform up to 4 soil infiltration rate testing (Pilot Infiltration Tests-PIT)
within infield areas between Taxiway A and the Runway. Each test
duration is anticipated at 2 days.
7) Catalog the presence of any ground water and/or low strength (unstable)
subgrade areas, probable maximum annual groundwater level, and
documentation of groundwater depths exceeding 5 feet below grade.
8) Make recommendations of subgrade soil amendments, geotextile and/or
geogrid material to be utilized to prepare the subgrade, for areas
anticipated to be reconstructed.
9) Examine the collected soil samples in the laboratory and conduct the
following tests:
o 8 CBR tests (ATM D4318);
o 8 Modified Proctor tests (ASTM D1557);
o 8 Atterberg limit determinations (ASTM D4318);
o 14 sieve and hydrometer grain-size analyses (ASTM D422);
o Unit weight and moisture content determination for each sample
taken;
o FAA soil classification for each sample taken.
o Modify testing, as needed, based on soils encountered (e.g.,
eliminate Atterberg limits where non-plastic soils are encountered).
10) Prepare a Draft Geotechnical Report presenting preliminary findings,
test results and recommendations. Review and discuss findings and
recommendations with the OWNER, prior to preparing a final report.
The report shall specifically include recommendations regarding
pavement underdrains, frost considerations for pavement section design,
the potential for encountering unsuitable materials.
11) Prepare a Final Geotechnical Report presenting final recommendations,
findings and test results.
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5. Coordinate and schedule geotechnical activities, and conduct one site visit during
geotechnical investigation to observe soil conditions (CWE).
6. Review and comment on Draft Geotechnical Report (CWE).
Primary Task 4 Deliverables:
• Geotechnical Report (Draft & Final) PDF
TASK 5 – ELECTRICAL, LIGHTING, SIGNAGE, & NAVAID INVESTIGATION
In support of the proposed electrical, lighting, signage, and NAVAID improvements for
Taxiway A and connectors; this task will undertake office records research/review, and
field investigations to quantify existing infrastructure, system parameters, conditions, and
recommendations on proposed improvements.
Task 5 Work Items:
1. Conduct electrical, lighting, and signage, investigations for the project. (KH)
a. Coordinate and interview Airport staff on known conditions and system
parameters of existing electrical, lighting, and signage systems.
b. Perform records research of existing electrical, lighting, and signage
systems.
c. Conduct electrical system field investigation: Undertake an electrical
investigation for all taxiways (alpha and connectors) lighting and signage
systems.; The electrical system investigation will include an assessment of
all system infrastructure components including but not limited to conduit,
cable, vaults, base cans, fixtures, sign equipment, regulators, and other
power/control equipment within the equipment vault and/or tower. The
assessment will identify condition of the electrical system(s) components,
existing system (circuit) capacity and loads, operating and functionality of
the system and components, maintenance and replacement items that need
to be addressed, system improvements required to support project
improvements, and system improvements required to support any future
system circuit(s) capacity, and loads. Investigations will include field
testing as necessary to isolate and determine the extent of failed sections
of the various systems.
d. Prepare a draft Electrical Investigations Report presenting preliminary
findings, assessments, and project improvement recommendations.
Review and discuss findings and recommendations with the Prime
Consultant and Airport, prior to preparing a final report.
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e. Prepare CAD project basemap update of existing conditions identified
from the electrical systems research and investigations.
f. Address Prime Consultant and Airport comments and prepare a final
electrical system report presenting final findings, assessments, and
recommendations.
2. Coordinate/plan logistics and schedule for the electrical investigation activities
(CWE, KH).
3. Conduct one site visit during electrical inve stigation to provide onsite
coordination (CWE, KH).
4. Review and comment on Draft Electrical Investigations Report (CWE).
5. Submit Final Electrical Investigations Report to Airport. (CWE)
Primary Task 5 Deliverables:
• Electrical Investigations Report (Draft & Final) PDF
TASK 6 – UTILITIES & STORM DRAINAGE SYSTEM INVESTIGATION
This task includes investigations of the fire waterline and flush mount fire hydrant
(FMFH) system; the Taxiway A / Runway storm drainage system; the FAA AWOS fiber
communication line; and other Airport or tenant utilities within the project area. This task
will undertake office records research/review, and field investigations to quantify existing
infrastructure, system parameters, conditions, and recommendations on proposed
improvements.
Task 6 Work Items:
1. Conduct utilities and storm drainage investigations for the project. (KH)
a. Coordinate and interview Airport staff on known conditions and system
parameters of existing fire waterline/hydrant system, City domestic
waterline, storm drainage system, and other Airport and tenant utilities
within the project areas.
b. Coordinate and interview FAA staff on known conditions and system
parameters of the existing AWOS communication line extending from the
tower crossing Taxiway A and extending to the AWOS on the east side of
the Airport.
c. Perform records research and analyze existing Airport and FAA utilities
systems.
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d. Identify and develop plan of additional utility infrastructure to be surveyed
outside of the primary project Area A. Effort includes coordinating survey
efforts with Prime Consultant and Survey Subconsultant.
e. Conduct waterline and hydrant visual field investigation: Undertake a fire
waterline and hydrant investigation of the following Fire Waterline areas:
• Existing north/south aligned approximate 4,400 linear feet of the
system within or adjacent to Taxiway A, that is anticipated to be
isolated and removed from the remaining eastside portion of the
system; and
• East/west aligned portion of system crossing from the Runway,
under Taxiway A and extending out to the W. Perimeter Road
fenceline (approximately 400 linear feet), that is anticipated to be
maintained and replaced to provide service to the fuel farm fire
hydrants, and
• As necessary, additionally investigate up to an additional 500 linear
feet beyond the project area that may influence the system
anticipated removal, new isolation valves or capping, or
replacement improvements.
Prior to field work a Waterline Investigation Plan will be developed that
will identify proposed condition assessment items, visual inspection
methods, and pla n to complete the investigation for review and comment
by the Airport.
For the portions of the system anticipated to be removed, the waterline
system investigation will include an assessment and quantification of
system components to be removed, and identify the condition and integrity
of system components at the anticipated removal termination points and/or
beyond as necessary to the next nearest isolation valve. The assessment
will ascertain the ability of the existing infrastructure at or nearby the
termination points to accommodate necessary system modifications to
isolate and terminate the system.
For the portion of system anticipated to be replaced, the waterline system
investigation will include an assessment and quantification of all system
infrastructure components within the investigation linear foot length of the
system as defined above within this task. The visual assessment will
identify condition of the system(s) components, anticipated long term
integrity and functionality of the system and components, and
identification of perceived compromised and leaking portions of the
system. The initial visual system condition assessment inve stigation shall
identify existing system integrity, necessary maintenance and replacement
items that need to be addressed, and system improvements required to
support project improvements. Based on the findings of the visual system
assessment, if findings are not sufficiently definitive to inform the project
analysis, a determination will be made as to the need for actual field
15
system testing (i.e. pressure testing or other means) to further clarify
system conditions, and long-term integrity. Field testing is not included
within this scope and if deemed necessary will be undertaken as part of the
Phase 2 Final Design scope of work
f. Conduct storm drainage system field investigation: Undertake a storm
drainage system investigation for portions of the system within or adjacent
to Taxiway A and in the infield between Taxiway A and the Runway; and
investigate system components for up to one quarter mile downstream of
the project area and including connections to the Black River Box Culvert,
other system terminus connections, or outfalls. Desktop research to
determine upstream areas discharging to the site will be conducted, and
any discharge points to the site will be field verified. Existing storm
drainage west of the Runway is known to drain to the Black River Box
Culvert. Investigations will need to account for system conditions out to
the termini connections or outfalls (if applicable). The storm drainage
system investigation will include an assessment of all system
infrastructure components including pipe, structures, lids, and other
system components. The assessment will identify the visual condition,
integrity, and functionality of the system(s) components. The visual
assessment is anticipated to identify collapsed infrastructure, or cracks,
spalls, root intrusion, sediment buildup, apparent leaks, or other visual
failures. Investigations should identify conditions, necessary maintenance
and replacement items that need to be addressed, and system
improvements required to support project improvements. This
investigation will include assessments from above ground inspections as
well as a video inspection of storm drainage pipe and structures. Video
inspection is included in the following item g.
g. Undertake video inspection of the entire airfield storm drainage system
west of Runway 16-34, including the system components extending to the
system terminus connections outside the project area.
h. Conduct other utilities field investigation: As identified in the records
research, undertake a field investigation of other utility systems within or
adjacent to Taxiway A and its connectors; and in the infield between
Taxiway A and the Runway. The intent of this investigation is to confirm,
identify, and document locations of other infrastructure that may influence
the proposed project improvements. Other utilities may in part be owned
by the Airport, the City, Boeing, the FAA, or other entities. System
condition assessments of other unidentified utilities are not included with
this task. If system condition assessments are warranted, this will be
included in the future Phase 2 Design scope of work.
i. Prepare a draft Utilities and Storm Drainage Investigations Report
presenting preliminary findings, assessments, and project improvement
recommendations. Review and discuss findings and recommendations
with the Prime Consultant and Airport, prior to preparing a final report.
16
j. Address Prime Consultant and Airport comments and prepare a final
Utilities and Storm Drainage Investigations Report, presenting final
findings, assessments, and recommendations.
2. Prepare and submit to the Airport, a Waterline, Storm Drainage, and other Utility
Investigation Plan. Coordinate/plan logistics and schedule for the utilities and
storm drainage investigations (CWE, KH).
3. Conduct up to four site visits during utilities investigations to provide onsite
coordination (CWE).
4. Review and comment on draft Utilities and Storm Drainage Investigation
Report(s) (CWE).
5. Submit final Utilities and Storm Drainage Investigation Reports to Airport.
(CWE)
Primary Task 6 Deliverables:
• Utilities and Storm Drainage Investigation Reports (Draft & Final) PDF
TASK 7 – PROJECT STANDARDS & DESIGN AIRCRAFT/VEHICLE FLEET
MIX DETERMINATIONS
This task anticipates undertaking preliminary engineering analysis, to determine aircraft
design group rationale and aircraft fleet mix design input parameters relative to various
pavement rehabilitation areas of the project.
Task 7 Work Items:
1. Assess and identify applicable aircraft group designation design standards and
rationale for the various individual project surface areas. Aircraft group design
standards are anticipated to include up to two different aircraft design groups, and
up to three critical aircraft taxiway design groups.
2. Develop preliminary aircraft fleet mixes to be utilized as the basis of apron and
taxiway pavement design. Up to two (2) different fleet mixes are assumed to be
necessary to accommodate the utilization and restrictions of the various surface
areas of Taxiway A, Taxiway A connectors, and the adjacent TOFA/service road
areas; relevant to Group II only areas and Group III capable areas. For this scope
analysis, the fleet mix operations from the current master plan will be utilized as
the base line conditions to further then to itemize specific aircraft types/models
and operational counts for the pavement design fleet mix inputs.
17
3. Prepare a Draft Technical Fleet Mix Summary Memorandum, presenting
preliminary analysis of aircraft design group rational; and preliminary design
aircraft fleet mix determinations.
Primary Task 7 Deliverables:
• Design standards and Fleet Mix (per project area) Technical Memorandum PDF
TASK 8 –PAVEMENT, GRADING, & LAYOUT CONCEPT - PRELIMINARY
ENGINEERING (10%)
This task anticipates undertaking preliminary engineering analysis, and
conceptual/schematic design to a 10% completion level for:
• Taxiway A concept/schematic pavement horizontal layout and vertical section
design including adjacent service road and seaplane ramp areas; and
• Infield grading adjustments concept/schematic design
Task 8 Work Items:
1. From record data, drawings, and files acquired as part of Task 2, analyze,
document, and prepare composite existing pavement section conditions map for
all Taxiway A, Taxiway A connector and adjacent surfaces detailing the variable
section composites and depths across pavement areas.
2. Perform one site visit to back check pavement existing conditions composite map
and perform a site assessment of pavement and infrastructure conditions. It is
anticipated the CWE Project Manager, Airfield Lead Engineer, and one other staff
member will attend the site visit. This effort will assist in determining and
correlating the condition, nature, quantities, and extents of recommended
pavement rehabilitation and infrastructure improvements to the composite
pavement section map.
3. From survey base map/model prepared as part of Task 3, develop a design digital
terrain model in AutoCAD Civil 3D for in surface grade design.
4. Undertake preliminary engineering analysis and perform a single concept
horizontal geometry and vertical grade layout (profile and transverse) design for
Taxiway A, Taxiway A connectors, adjacent taxiway object free area and service
road transitional grade areas, and the seaplane ramp/apron. Alternative designs are
not included under this task and will be undertaken as part of the future Phase 2
Final Design. This task includes taxiway shoulder and TOFA/service road
transitional grade layout concept design. This task anticipates up to three iterative
alternative configuration updates for Airport consideration. Concept design will
be developed in Civil 3D.
5. Undertake preliminary engineering analysis and perform a single concept
horizontal geometry and vertical grade layout design for infield areas between
18
Taxiway A, and Runway 16-34. Alternative designs are not included under this
task and will be undertaken as part of the future Phase 2 Final Design. Infield
grade concept design will be developed in Civil 3D.
6. Undertake preliminary engineering analysis to determine existing infrastructure to
be demolished and removed. Effort will identify demolition requirements,
extents, and parameters.
7. Perform preliminary engineering analysis, and concept apron and taxiway
pavement design utilizing the current version of the FAA FAARFIELD design
program. The concept design will be determined from the anticipated multiple
design aircraft loading requirements identified in Task 7; and the varying existing
composite conditions identified in Task 8, item 1; and from the profile and
transverse conceptual grades identified in Task 8, item 4. Based on the varying
conditions and multiple design criteria requirements, it is anticipated that up to
four (4) different preliminary concept pavement sections will be developed for the
taxiway improvements, and up to one (1) preliminary concept pavement section
will be developed for the Group III AIP eligible taxiway shoulder improvements.
Further alternatives or additional pavement section designs as necessary will be
undertaken as part of the future Phase 2 Final Design scope of work.
8. Perform preliminary engineering analysis, and concept AIP non-eligible taxiway
shoulder pavement design utilizing the current version of the FAA FAARFIELD
design program. Up to one preliminary concept pavement section will be
developed for Group I/II AIP non-eligible taxiway shoulder improvements.
9. Prepare plan sheet schematic figures detailing the 10% level concept layout and
schematic concept details. Figures shall be established at a map at a scale of
1”=50’. Assume up to 20 schematic figures will be developed detailing the
concept design layout and pertinent details.
10. Prepare preliminary engineering (planning level) quantity and construction cost
estimates of the Task 8 project elements. Estimates shall be split between
Planned and potential additive items to facilitate final design recommendations in
Task 11.
11. Prepare a draft Technical Summary Memorandum, presenting preliminary
concepts, applicable design standards, summary of project elements including a
breakdown of planned and additive project elements, a summary of anticipated
costs, identification of any potential modification of standards, and identification
of any further considerations or recommendations relative to the concept design
elements.
12. Coordinate and review deliverables with Subconsultant to review design
congruency between Prime and Subconsultant design elements. Effort includes
attending one meeting via video conferencing with Subconsultant to coordinate
documents.
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13. Update deliverables including concept schematic plan sheets, cost estimates, and
Technical Summary Memorandum per congruency review meeting comments.
Prime consultant will consolidate and package concept design deliverables for
submission to the Airport under Task 11.
Primary Task 8 Deliverables:
• Preliminary engineering concept schematic figures (20 sheets) PDF & CAD
• Preliminary quantity and planning level cost estimates PDF & EXCEL
• Draft and Final Technical Summary Memorandum PDF
TASK 9 – ELECTRICAL, LIGHTING, SIGNAGE, & NAVAID CONCEPT -
PRELIMINARY ENGINEERING (10%)
This task anticipates undertaking preliminary engineering analysis, and
conceptual/schematic layout to a 10% completion level for:
• Taxiway A edge light and sign schematic location layout relative to pavement
layout
Task 9 Work Items:
1. Undertake preliminary engineering analysis and perform schematic horizontal
location/alignment layout for Taxiway A edge lighting and signage.
2. Based on the proposed concept of Taxiway A and connector edge light and sign
schematics identified in Task 9, item 1, undertake preliminary engineering
analysis to quantify schematic system improvements components. This task
anticipates identifying schematic anticipated demolition, reuse, or new installation
of the electrical lighting and signage system components including but not limited
to conduit, cable, vaults, base cans, fixtures, sign equipment, regulators, and other
power/control equipment within the equipment vault and/or tower. (KH)
3. Prepare plan sheet schematic figures detailing the 10% level concept layouts .
Plan sheets shall be established at a map at a scale of 1”=50’. Assume up to 12
plan sheet figures will be developed detailing the concept schematic layouts. (KH)
4. Prepare preliminary engineering (planning level) quantity and construction cost
estimates of the Task 9 project elements. Estimates shall be split between
Planned and potential additive items to facilitate final design recommendations in
Task 11. (KH)
5. Prepare a draft Technical Summary Memorandum, presenting preliminary
concepts, applicable design standards, summary of project elements including a
breakdown of planned and additive project elements, a summary of anticipated
costs, and identification of any further considerations or recommendations relative
to the concept design elements. (KH)
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6. Submit deliverables to Prime Consultant for review and comment of the
deliverables. Effort includes attending one meeting via video conferencing with
Prime consultant to coordinate document review. (KH)
7. Update deliverables including schematic plan sheets, cost estimates, and
Technical Summary Memorandum per Prime Consultant review meeting
comments, and submit to Prime Consultant. Prime consultant will consolidate and
package concept de sign deliverables for submission to the Airport under Task 11.
(KH)
Primary Task 9 Deliverables:
• Preliminary engineering concept schematic figures (12 sheets) PDF & ACAD
• Preliminary quantity and planning level cost estimates PDF & EXCEL
• Draft and Final Technical Summary Memorandum PDF
TASK 10 – UTILITIES & STORM DRAINAGE SYSTEM CONCEPT –
PRELIMINARY ENGINEERING (10%)
This task anticipates undertaking preliminary engineering analysis, and
conceptual/schematic design to a 10% completion level for:
• Taxiway A and infield storm drainage system improvements concept/schematic
layout;
• Fire Waterline north/south alignment removal and isolation improvements
concept/schematic layout;
• Fire Waterline east/west replacement improvements concept/schematic layout;
and
• Other utilities improvements layout concept/schematic layout
Task 10 Work Items:
1. Based on the storm drainage investigations in Task 6 and the grading concept
engineering developed in Task 8, undertake preliminary engineering and
conceptual schematic design of storm drainage improvements. This task
anticipates identifying demolition, reuse, and/or new installation of storm
drainage conveyance, water quality, and flow control systems. Conceptual design
will include a single layout and component infrastructure identification concept.
System alternatives design are not included under this task and will be undertaken
as part of the future Phase 2 Final Design. Conceptual design shall be per City of
Renton stormwater requirements as identified in City Design standards, and as
further identified/specified per the City of Renton pre-application meeting. The
conceptual/schematic design effort does not include storm water modeling or
development of storm water design technical information report and permitting
review documents; these efforts and documents will be developed as part of the
Phase 2 Final Design scope of work. (KH)
2. Based on the waterline and hydrant investigations in Task 6, undertake
preliminary engineering and conceptual/schematic design of waterline removal,
21
isolation, and replacement system improvement general layout and component
identification. This task anticipates identifying demolition, isolation valve and/or
capping, component reuse, and/or new installation of waterline and hydrant
system components for portions of system to remain active and/or be replaced.
Conceptual/schematic design will be limited to a single layout and component
infrastructure identification concept. System alternatives design are not included
under this task and will be undertaken as part of the future Phase 2 Final Design.
Conceptual design shall be per City of Renton waterline requirements as
identified in City Design standards, and as further identified/specified per the City
of Renton pre-application meeting. The conceptual design/schematic effort does
not include system flow/pressure/load analysis or development of waterline
design and permitting review documents; these documents will be developed as
part of the Phase 2 Final Design scope of work. (KH)
3. Based on the other utility investigations in Task 6, undertake preliminary
engineering and conceptual/schematic layout of other utility adjustments and
improvements. This task anticipates identifying demolition, reuse, and/or new
installation of other utilities components. Conceptual design for other utilities is
limited to general horizontal layout and identification of anticipated component
infrastructure adjustment design. In part, other utilities may be owned by the City
(domestic waterline), Boeing, the FAA, or others and may require separate actions
and/or design by utility owners. The conceptual/schematic design effort does not
include development of permitting review documents as may be necessary; these
documents will be developed as part of the Phase 2 Final Design scope of work.
(KH)
4. Prepare plan sheet schematic figures detailing the 10% level concept design
layouts. Plan sheets shall be established at a map scale of 1”=50’. Assume up to
10 plan sheet schematic figures will be developed detailing the concept design
layout and pertinent details. (KH)
5. Prepare preliminary (planning level) engineering level quantity and construction
cost estimates of the Task 10 project elements. (KH)
6. Prepare a draft Technical Summary Memorandum, presenting preliminary
concepts, applicable design standards, summary of project elements including a
breakdown of planned and additive project elements, a summary of anticipated
planning level costs broken out by utility, and identification of any further
considerations or recommendations relative to the concept design elements. (KH)
7. Submit deliverables to Prime Consultant for review and comment of the
deliverables. Effort includes attending one meeting via video conferencing with
Prime consultant to coordinate document review. The meeting is anticipated to be
up to 2 hours and include up to two Kimley Horn staff are anticipated. (KH)
8. Update deliverables including plan sheets, cost estimates, and Technical
Summary Memorandum per Prime Consultant review meeting comments, and
22
submit to Prime Consultant. Prime consultant will consolidate and package
concept design deliverables for submission to the Airport under Task 11. (KH)
Primary Task 10 Deliverables:
• Preliminary engineering concept schematic figures (10 sheets) PDF & ACAD
• Preliminary quantity and planning level cost estimates PDF & EXCEL
• Draft and Final Technical Summary Memorandum PDF
TASK 11 – PROJECT DEFINITION FINALIZATION & IMPLEMENTATION
PROGRAM
This task will assess and quantify the parameters and format of the project design moving
forward. Based on initial investigations, preliminary engineering, and 10% level concept
development of the above items, a project implementation plan will be assessed to
identify the final project elements to progress as part of the final design. This task will
additionally consolidate the preliminary concept designs of Tasks 8, 9, and 10 and submit
to the Airport for review and comment. Updates to address Task 8, 9, and 10 deliverable
Airport comments will be addressed under this task. A final submission of documents to
the FAA and an associated review meeting between the Airport, FAA, and Consultant
will facilitate discussions of recommended and approved project definitions to move
forward into the Phase 2 Final Design scope of work.
Task 11 Work Items:
1. Consolidate and package deliverables from Tasks 7, 8, 9, and 10 concept
preliminary 10% engineering documents, and submit to Airport for review and
comment. The project review meeting between Consultant staff and the Airport is
part of meetings included in Task 1.
2. Address Airport review comments relative to Task 7 and 8 deliverables, and
update documents accordingly.
3. Address Airport review comments relative to Task 9 and 10 deliverables, and
update documents accordingly. (KH)
4. Consolidate and summarize costs and additive options from Tasks 7, 8, 9, 10.
This effort includes summarizing overall project options, costs, anticipated AIP
eligibility of various project elements, any anticipated modifications of standards
(if any), and identification of funding sources.
5. Prepare FAA justification memo(s), as necessary to support AIP eligibility of any
project elements in question. This effort assumes up to two (2) justification
memorandums will be prepared.
6. Analyze and develop proposed planning level implementation/phasing approach
breakdown and schedule of project elements considering:
• Multiple construction grant amounts and associated timing
23
• Total anticipated grant amounts relative to planned and additive
project elements (if any)
• Concurrent vs. sequential constructability needs
• Airfield general operational needs
• Anticipated material acquisition timelines; and
• Other implementation factors.
7. Analyze, determine and develop recommendation on proposed number of bid
packages (one vs. two); and on the proposed final project planned and additive
scope elements.
8. Prepare a Draft Executive Summary Memorandum, presenting preliminary
engineering, rationale, costs, options, findings and recommendations of Task 11
work items and analysis.
9. Assemble draft concept, project definition, and implementation documents from
Tasks 7, 8, 9, 10, and 11 and submit deliverables to Airport and FAA.
10. Attend project meeting with the Airport and FAA (at FAA offices) to review
project findings and recommendations. This meeting is anticipated to facilitate
discussions of recommended and approved project definitions and parameters to
move forward into the Phase 2 Final Design scope of work. This meeting is
anticipated to be attended by the Project Manager and Airfield Lead Engineer
(CWE); and the Utilities Lead Engineer (KH). (CWE, KH)
Primary Task 11 Deliverables:
• Final updated consolidated preliminary engineering concept figures for Tasks 7,
8, 9, 10 PDF & ACAD
• Summary of planning level project costs, funding, and additive option costs PDF
• Planning level implementation phasing approach breakdown summary PDF
• Task 11 Draft Executive Summary Memorandum PDF
B. ASSUMPTIONS/EXCLUSIONS
1. Preparation of FAA form 7460 for submittal to FAA is excluded within this
predesign scope. This effort will be undertaken as part of the future Phase 2 Final
Design activities.
2. Prepare Strategic Event Notification forms for submittal to FAA is excluded
within this predesign scope. This effort will be undertaken as part of the future
Phase 2 Final Design activities.
3. Coordination and preparation of Reimbursable Agreements as necessary is not
included in this scope of work. If necessary, this effort will be included in the
Phase 2 Final Design scope of work.
24
4. Development of DBE goals and program updates is not included within this scope
work, but will be included as necessary within a subsequent future contract task
order.
5. Preparation of an FAA design report (per Engineering Guidance 2013-04) will not
be included within this scope of work. Technical memorandums of the various
study tasks will be prepared within this scope. Development of the FAA design
report document will be completed as part of a subsequent future contract task
order, utilizing in part design and environmental information generated as part of
this scope of work.
6. Preparation and coordination of Modifications to Standards submission
documents (if necessary) will not be completed as part of this scope and as
necessary would part of a subsequent future contract task.
7. Assessment of Pavement Condition Index (PCI) and the development of PCN
data for pavement improvements is not included within this scope and phase of
work.
8. Development of a Construction Safety & Phasing Plan (CSPP) is not included
within this scope and phase of work, and will be included as part of a subsequent
future contract task order.
9. Performing and preparing a Safety Risk Management (SRM) assessment and
implementing an SRM panel process is not included within this scope and phase
of work, and as necessary, will be included as part of a subsequent future contract
task order.
10. An AGIS as-built survey is not included within this scope and phase of work, and
if necessary, will be included as part of a subsequent future contract task order.
11. Environmental site and field investigations are not included within this scope and
phase of work. Should investigations and studies be necessary for documentation
of impact categories, to support SEPA and permitting review; thi s effort will be
included as part of a subsequent future contract task order.
12. Preparation of SEPA and other project permitting is not included within this scope
and phase of work, and will be included as part of a subsequent future contract
task order.
13. The project area was established based on initial planning level assessments of
possible grading limits and tie-in points derived from analysis of Master Plan
existing profile and grade contours. These assumed limits of the project area are
only preliminary in nature, and can only truly be determined based on the
investigations and determinations to be undertaken as part of this scope of work.
The actual project area extents may differ or expand as the project is further
defined through the deeper analysis of this scope’s tasks. Should the scope of the
25
project extend beyond the initial project area limits and/or investigational areas
identified; resulting additional survey, geotechnical investigations, environmental
investigations, analysis, design, or other services that may be required, will be
covered as part of a future contract task order and scope of work.
14. Limited utility potholing is included within this scope of work. As necessary, any
additional potholing services would be included within the future Phase 2 Final
Design scope of work.
C. PROJECT SCHEDULE
The general anticipated project schedule is as follows:
• 2022 NEPA Environmental Review
• 2022/2023 Design
• 2024 Construction
• 2025 Construction
A detailed project schedule will be developed as part of task 1 per this scope of work.
Renton Municipal Airport
Taxiway A Reconstruction/Rehabilitation and Associated Improvements Project
Figure 1
Notes
1. Project color coded work areas and associated project elements are as
defined in the Exhibit A Scope of Work
2. Survey areas include:
• Survey Area A (Yellow Boundary Area)
3. Geotechnical investigation areas includes:
• Taxiway A & Connector Areas (Green Areas)
• Infield Areas (Purple Areas)
• Apron/Service Road/Sea Plane Ramp Areas (Pink Areas)
Runway 16-34
TW A2TW A1
Sea Plane Ramp
Pavement
Apron Service
Road
TW A
TW A3 TW A4 TW A5 TW A6 TW A7
Apron Service
RoadInfield Area
(TWA/RW 16-34)
TW B3 TW B4 TW B5 TW B6 TW B7
Survey Area A
Fire Waterline Removal AreaFire Waterline Replacement AreaFIGURE 2
Airport:RENTON MUNICIPAL AIRPORT
Project:TAXIWAY A RECONSTRUCTION/REHABILITATION - PHASE 1 PREDESIGN, INVESTIGATIONS, PRELIM ENGR
Sponsor:CITY OF RENTON
A.I.P. Grant Number:
CWEC Project Number:
3/3/2023_r3
Principal Project
Manager
Sr. Project
Manager
Project
Manager II
Project
Manager
Sr. Project
Engineer
Project
Engineer EIT Sr. Planner Planner Clerical
1 PROJECT MANAGEMENT/ADMINISTRATION 318 66,174.00$ 31,981.00$ -$ -$
1.1 Finalize scope and negotiate contract 20 0 0 0 0 0 0 0 0 4 24 5,732.00$ 1,400.00$ -$ -$
1.2 Prepare IFE documents; assist Airport with Record of Negotiation 12 0 0 0 0 0 0 0 0 8 20 4,044.00$ -$ -$ -$
1.3 Project Administration (6 month period)12 12 0 16 0 0 0 0 0 24 64 11,304.00$ 3,210.00$ -$ -$
1.4 Project Meetings w/ Airport (8 Virtual, 4 On-site)16 16 0 12 2 0 0 0 0 0 46 10,298.00$ 10,571.00$ -$ -$
1.5 Coordinate Internal Project Team & Subconsultants 6 2 0 12 0 0 0 0 0 0 20 4,164.00$ -$ -$ -$
1.6 Bi-Weekly Consultant Team Meetings (12 Virtual)6 12 0 12 12 0 0 0 0 0 42 8,418.00$ 10,440.00$ -$ -$
1.7 Project Schedule (Assume 3 revisions)12 2 0 12 0 0 0 0 0 0 26 5,754.00$ 1,040.00$ -$ -$
1.8 Quality Control/Quality Assurance Review 40 0 0 0 0 0 0 0 0 0 40 10,600.00$ 5,320.00$ -$ -$
1.9 Prepare AIP Grant Application 1 1 0 8 0 12 0 0 0 0 22 3,442.00$ -$ -$ -$
1.10 Grant Administration Reporting 1 1 0 8 0 4 0 0 0 0 14 2,418.00$ -$ -$ -$
2 PROJECT PRE-DESIGN ASSESSMENT & COORDINATION 174 37,260.00$ 18,828.00$ -$ -$
2.1 Project Scope Initiation Meeting 8 8 0 0 0 0 0 0 0 0 16 3,920.00$ 1,433.00$ -$ -$
2.2 Prepare and Coordinate NEPA Documented CatEx 16 0 0 0 0 0 0 0 0 0 16 4,240.00$ -$ -$ -$
2.3 FAA PreDesign Meeting Preparation 12 2 0 0 0 0 0 0 0 0 14 3,630.00$ -$ -$ -$
2.4 FAA PreDesign Meeting & Meeting Follow-up Coordination 12 12 0 0 0 0 0 0 0 0 24 5,880.00$ 1,433.00$ -$ -$
2.5 Perform Site Familiarization Meeting (On-site)2 8 0 8 8 0 0 0 0 0 26 5,082.00$ 3,480.00$ -$ -$
2.6 Preparation & Research for City Pre-Application Meeting 2 2 0 4 4 0 0 0 0 0 12 2,356.00$ 5,670.00$ -$ -$
2.7 Coordinate & Attend City Pre-Application Meeting (City Hall)2 4 0 4 4 0 0 0 0 0 14 2,806.00$ 2,992.00$ -$ -$
2.8 Coordinate & Attend FAA Discovery Meetings (2)4 2 0 4 2 0 0 0 0 0 12 2,552.00$ 1,910.00$ -$ -$
2.9 Boeing Coordination Meeting & Meeting Follow-up 4 4 0 4 4 0 0 0 0 0 16 3,336.00$ 1,910.00$ -$ -$
2.10 Research, Coordinate, & Document Record Data 0 0 0 2 8 0 8 0 0 0 18 2,570.00$ -$ -$ -$
2.11 Assemble & Consolidate Record Data for Utility Locator 0 0 0 0 4 0 2 0 0 0 6 888.00$ -$ -$ -$
3 DESIGN SURVEYING 52 9,456.00$ -$ -$ 170,740.00$
3.1 Utility Locates 0 -$ -$ -$ 6,600.00$
3.2 Conduct Topographic Survey 0 -$ -$ -$ 164,140.00$
3.3 Prime Consultant Scheduling & On-site Survey Coordination 4 12 4 0 12 12 0 0 0 0 44 8,120.00$ -$ -$ -$
3.4 Prepare Design Base-map 0 0 0 0 8 0 0 0 0 0 8 1,336.00$ -$ -$ -$
4 GEOTECHNICAL & PAVEMENT INVESTIGATION 51 9,579.00$ -$ 275,883.00$ -$
4.1 Review Existing Geotechnical & Other Data Reports 0 -$ -$ 4,814.00$ -$
4.2 Prepare and Coordinate Site Exploration Plan 0 -$ -$ 8,150.00$ -$
4.3 Pre-Investigation & Exploration Field Marking 0 -$ -$ 3,613.00$ -$
4.4 Geotechnical & Pavement Investigation 0 -$ -$ 259,306.00$ -$
4.5 Prime Consultant Scheduling & On-site Geotech Coordination 4 12 4 0 12 12 0 0 0 0 44 8,120.00$ -$ -$ -$
4.6 Prime Consultant Review of Geotech Report 1 2 2 0 2 0 0 0 0 0 7 1,459.00$ -$ -$ -$
5 ELECTRICAL, LIGHTING, SIGNAGE, & NAVAID INVESTIGATION 28 5,844.00$ 28,556.00$ -$ -$
5.1 Electrical, Lighting, Signage On-site Field Investigations 0 -$ -$ -$ -$
a Coordinate and interview airport staff 0 -$ 950.00$ -$ -$
b Perform Records Research 0 -$ 2,670.00$ -$ -$
c Conduct field investigation 0 -$ 7,886.00$ -$ -$
d Prepare draft Electrical Investigations Report 0 -$ 9,610.00$ -$ -$
e Prepare CAD basemap update of existing conditions 0 -$ 4,120.00$ -$ -$
f Address prime and Airport comments on Draft Electrical Investigations Report 0 -$ 2,670.00$ -$ -$
5.2 Schedule and Coordinate Electrical Field Investigations 4 2 0 4 0 0 0 0 0 0 10 2,218.00$ 650.00$ -$ -$
5.3 Prime Consultant On-site Coordination of Electrical Field Investigations 0 2 4 2 0 0 0 0 0 0 8 1,624.00$ -$ -$ -$
5.4 Prime Consultant Review of Electrical Investigation Report 1 1 0 2 2 0 0 0 0 0 6 1,178.00$ -$ -$ -$
5.5 Prime Consultant Coordination & Submission of Final Investigation to Airport 1 1 0 0 2 0 0 0 0 0 4 824.00$ -$ -$ -$
6 UTILITIES & STORM DRAINAGE SYSTEM INVESTIGATION 40 8,152.00$ 84,761.00$ -$ -$
6.1 Utilities & Storm Drainage On-site Field Investigations 0 -$ -$ -$ -$
a Coordinate and interview airport staff 0 -$ 2,400.00$ -$ -$
b Coordinate and interview FAA staff 0 -$ 1,910.00$ -$ -$
c Perform Records Research 0 -$ 9,730.00$ -$ -$
d Identify and develop plan of additional utility infrastructure to be surveyed 0 -$ 4,585.00$ -$ -$
e Conduct waterline and hydrant field investigation 0 -$ 5,433.00$ -$ -$
f Conduct storm drainage field investigation 0 -$ 6,255.00$ -$ -$
g Conduct video inspection of airfield drainage system 0 -$ 22,340.00$ -$ -$
h Conduct other utilities field investigation 0 -$ 3,318.00$ -$ -$
i Prepare Draft Utilities and Storm Drainage Investigations Report 0 -$ 23,300.00$ -$ -$
j Address prime and Airport comments on Draft Utilities and Storm Drainage Investigations Report 0 -$ 4,540.00$ -$ -$
6.2 Prepare, Submit, and Coordinate Utility & Storm Drainage Investigation Plan 4 2 0 4 0 0 0 0 0 0 10 2,218.00$ 950.00$ -$ -$
6.3 Prime Consultant On-site Coordination of Utility & Storm Drainage Field Investigations 0 2 12 2 2 0 0 0 0 0 18 3,598.00$ -$ -$ -$
6.4 Prime Consultant Review of Utility & Storm Drainage Investigation Report 1 1 0 2 4 0 0 0 0 0 8 1,512.00$ -$ -$ -$
6.5 Prime Consultant Coordination & Submission of Final Investigation to Airport 1 1 0 0 2 0 0 0 0 0 4 824.00$ -$ -$ -$
7 PROJECT STANDARDS & DESIGN AIRCRAFT/VEHICLE FLEET MIX DETERMINATIONS 34 6,194.00$ -$ -$ -$
7.1 Assess and Quantify Design Standards per Taxiway Rehabilitation Areas 1 2 0 0 4 0 0 0 0 0 7 1,383.00$ -$ -$ -$
7.2 Develop Two Preliminary Aircraft Fleet Mixes for Anticipated Two (2) ADG's 0 2 0 2 12 0 0 0 0 0 16 2,808.00$ -$ -$ -$
7.3 Prepare Draft Design Aircraft Fleet Mix Summary Memorandum 1 1 0 1 8 0 0 0 0 0 11 2,003.00$ -$ -$ -$
8 PAVEMENT, GRADING, & LAYOUT CONCEPT - PRELIMINARY ENGINEERING (10%)353 53,569.00$ -$ -$ -$
8.1 Analyze and Prepare Composite Existing Pavement Section Conditions Map 0 1 0 0 12 0 8 0 0 0 21 3,109.00$ -$ -$ -$
8.2 On-site Pavement Condition Composite Map Site Verification 0 2 0 2 12 0 0 0 0 0 16 2,808.00$ -$ -$ -$
8.3 Prepare Design Digital Terrain Model for Design 0 0 0 0 4 0 2 0 0 0 6 888.00$ -$ -$ -$
8.4 Preliminary Horizontal & Vertical Layout, Profile, and Transverse Pavement Grade Design (10%)0 0 0 0 40 0 10 0 0 0 50 7,780.00$ -$ -$ -$
8.5 Preliminary Horizontal & Vertical In-field Layout and Grade Design (10%)0 0 0 0 20 0 20 0 0 0 40 5,540.00$ -$ -$ -$
8.6 Analyze and Quantify Existing Infrastructure Demolition (10%)0 0 0 0 4 0 8 0 0 0 12 1,548.00$ -$ -$ -$
8.7 Preliminary Pavement Section Designs (4-TW Designs, & 1-Grp III Shoulder Design)2 2 0 4 20 0 0 0 0 0 28 5,028.00$ -$ -$ -$
8.8 Preliminary Grp I/II Shoulder Pavement Section Design (1-Grp I/II Shoulder Design)1 1 0 2 4 0 0 0 0 0 8 1,512.00$ -$ -$ -$
8.9 Prepare Plan Sheet Schematic Figures for 10% Concept Layouts & Design (20 Figures)0 0 0 0 40 0 40 0 0 0 80 11,080.00$ -$ -$ -$
8.10 Prepare Preliminary Quantity & Cost Estimate for 10% Level Concept Design 0 0 0 2 16 0 20 0 0 0 38 5,226.00$ -$ -$ -$
8.11 Prepare Draft Technical Summary Memorandum of Concepts, Design Stnds, Rational, & Project Elements 0 2 0 4 12 0 4 0 0 0 22 3,602.00$ -$ -$ -$
8.12 Coordinate & Review Prime and Subconsultant Design Elements & Deliverables 0 4 0 8 12 0 2 0 0 0 26 4,540.00$ -$ -$ -$
8.13 Update and Finalize 10% Level Deliverables 0 0 0 2 2 0 2 0 0 0 6 908.00$ -$ -$ -$
9 ELECTRICAL, LIGHTING, SIGNAGE, & NAVAID CONCEPT - PRELIMINARY ENGINEERING (10%)0 -$ 32,560.00$ -$ -$
9.1 Preliminary Analysis and Schematic Horizontal Layout of TW Lighting & Signage (10%)0 -$ 5,430.00$ -$ -$
9.2 Preliminary Analysis to Identify Schematic System Improvement Components 0 -$ 8,230.00$ -$ -$
9.3 Prepare Plan Sheet Schematic Figures for 10% Concept Layouts (12 Figures)0 -$ 8,230.00$ -$ -$
9.4 Prepare Preliminary Quantity & Cost Estimate for 10% Level Concept Design 0 -$ 3,190.00$ -$ -$
9.5 Prepare Draft Technical Summary Memorandum of Concepts, Design Stnds, Rational, & Project Elements 0 -$ 4,220.00$ -$ -$
9.6 Prepare and Submit Deliverables to Prime Consultant and Attend Consultant Review Meeting 0 -$ 2,140.00$ -$ -$
9.7 Update and Finalize 10% Level Deliverables 0 -$ 1,120.00$ -$ -$
10 UTILITIES & STORM DRAINAGE SYSTEM CONCEPT - PRELIMINARY ENGINEERING (10%)0 -$ 74,990.00$ -$ -$
10.1 Storm Drainage System Preliminary Analysis, Schematic Layout, & Improvement Component Identification 0 -$ 13,420.00$ -$ -$
10.2 Fire Waterline Preliminary Analysis, Schematic Removal/Replacement Layout & Component Identification 0 -$ 9,070.00$ -$ -$
10.3 Other Utility Systems Preliminary Analysis, Schematic Layout, & Improvement Component Identification 0 -$ 7,400.00$ -$ -$
10.4 Prepare Plan Sheet Schematic Figures for 10% Concept Layouts for Storm, Waterline, & Other Utilities (10 Figures)0 -$ 15,310.00$ -$ -$
10.5 Prepare Preliminary Quantity & Cost Estimate for 10% Level Concept Design 0 -$ 11,840.00$ -$ -$
10.6 Prepare Draft Technical Summary Memorandum of Concepts, Design Stnds, Rational, & Project Elements 0 -$ 9,200.00$ -$ -$
10.7 Prepare and Submit Deliverables to Prime Consultant and Attend Consultant Review Meeting 0 -$ 950.00$ -$ -$
10.8 Update and Finalize 10% Level Deliverables 0 -$ 7,800.00$ -$ -$
11 PROJECT DEFINITION FINALIZATION & IMPLEMENTATION PROGRAM 158 27,930.00$ 10,260.00$ -$ -$
11.1 Consolidate & Package Tasks 7, 8, 9, & 10 Deliverables for Submission to Airport 1 2 0 4 8 0 8 0 0 0 23 3,639.00$ -$ -$ -$
11.2 Address and Update Airport Comments Relative to Tasks 7 & 8 Deliverables 0 2 0 4 4 0 4 0 0 0 14 2,266.00$ -$ -$ -$
11.3 Address and Update Airport Comments Relative to Tasks 9 & 10 Deliverables 0 -$ 9,220.00$ -$ -$
11.4 Consolidate & Summarize Project Options, Costs, Eligibility, MOS, & Anticipated Funding Needs 1 1 0 12 4 0 0 0 0 0 18 3,282.00$ -$ -$ -$
11.5 Prepare FAA Justification Memorandums for Project Element AIP Eligibility (as Necessary up to 2 memo's)1 1 0 8 2 0 0 0 0 0 12 2,240.00$ -$ -$ -$
11.6 Analyze & Prepare Project Element Phased Implementation Approach Recommendations 2 2 0 16 12 0 0 0 0 0 32 5,816.00$ -$ -$ -$
11.7 Analyze & Prepare Project Bid Package Approach Recommendations 1 1 0 4 2 0 0 0 0 0 8 1,532.00$ -$ -$ -$
11.8 Prepare Draft Executive Summary Memorandum of Preliminary Engineering & Recommendations 1 2 0 12 4 0 4 0 0 0 23 3,947.00$ -$ -$ -$
11.9 Assemble & Package Consolidated Deliverables for Submission to FAA 0 0 0 2 4 0 4 0 0 0 10 1,462.00$ -$ -$ -$
11.10 Attend Review Meeting with Airport & FAA 2 8 0 8 0 0 0 0 0 0 18 3,746.00$ 1,040.00$ -$ -$
Subtotal Hours 223 162 26 219 356 40 146 0 0 36 1208
Labor Bill Rate ($/hour)265.00$ 225.00$ 205.00$ 177.00$ 167.00$ 128.00$ 110.00$ 160.00$ 110.00$ 108.00$
Labor Rate Breakdown
Direct Labor Rate ($/hour)86.49$ 73.44$ 66.91$ 57.77$ 54.51$ 41.78$ 35.90$ 52.22$ 35.90$ 35.25$
Direct Salary Cost 19,288.14$ 11,896.99$ 1,739.67$ 12,651.94$ 19,404.66$ 1,671.13$ 5,241.86$ -$ -$ 1,269.01$
Labor & General Administrative Overhead (%)171.38%
Labor & General Administrative Overhead ($) 33,056.01$ 20,389.06$ 2,981.45$ 21,682.89$ 33,255.71$ 2,863.98$ 8,983.49$ -$ -$ 2,174.83$
Subtotal Salary Costs (Direct Salary + OH)52,344.15$ 32,286.05$ 4,721.12$ 34,334.82$ 52,660.37$ 4,535.11$ 14,225.35$ -$ -$ 3,443.85$
Total Salary (Direct Salary + OH) Costs =198,550.81$
Fixed Fee on Direct Salary Costs (%) =35.00%
Fixed Fee (Applied to Direct Salary Costs) =25,607.19$
Total Labor (Direct Salary + OH+ Fixed Fee) Costs =224,158.00$
Equivalent Multipier 3.06
checked 224,158.00$ 281,936.00$ 275,883.00$ 170,740.00$
Quantity Miles/Trip # Staff / Flight Unit Rate Subtotal
REIMBURSABLE EXPENSES 7,725.00$
Transportation: Vehicle Mileage 14 60 Mile 0.625$ 525.00$
Transportation: Airfare 7 2 Each 300.00$ 4,200.00$
Lodging 0 Day 179.00$ -$
Per Diem 0 Day 79.00$ -$
Plotting 1 Lump Sum 1,000.00$ 1,000.00$
Printing 1 Lump Sum 1,000.00$ 1,000.00$
Mailing 1 Lump Sum 300.00$ 300.00$
Telephone 1 Lump Sum 500.00$ 500.00$
Supplies 1 Lump Sum 200.00$ 200.00$
Contract Value
Prime B&O
(OH) % on Sub
Fee
Prime OH
Expense on
Sub Fee Subtotal
SUBCONTRACTING EXPENSES
KIMLEY HORN (ELEC, STORM, UTILITIES)281,936.00$ 1.75%4,933.88$ 286,869.88$
HWA (GEOTECHNICAL)275,883.00$ 1.75%4,827.95$ 280,710.95$
1 ALLIANCE GEOMATICS (SURVEY)170,740.00$ 1.75%2,987.95$ 173,727.95$
Subtotal Reimbursable Expenses 7,725.00$
Subtotal Subcontracting Expenses 741,308.78$
Total Direct Non-Salary Costs 749,033.78$
TOTAL FEE FOR SERVICES 973,192$
CWE TOTAL
HOURS
SALARY COSTS
TASKS
CWE HOURS BY CLASSIFICATION
DIRECT NON-SALARY COSTS
SUBCONSULTANT EXPENSES
KIMLEY HORN
(ELEC, STORM,
UTILITIES)
HWA
(GEOTECHNICAL)
1 ALLIANCE
GEOMATICS
(SURVEY)
CWE TOTAL
LABOR COST (BILL
RATE)
Summary of Estimated Project Costs
Renton Airport - Taxiway A Improvements
Man Hours Labor Cost Expenses Element Cost % of Total
Budget
TASK 1 Project Management & Administration 108 8.6%31,850$ 12.1%131$ 31,981$ 11%
TASK 2 Project Pre-Design Assessment and Coordination 71 5.6%18,730$ 7.1%98$ 18,828$ 7%
TASK 3 Design Survey 0 0.0%-$ 0.0%-$ -$ 0%
TASK 4 Geotechnical and Pavement Investigation 0 0.0%-$ 0.0%-$ -$ 0%
TASK 5 ELECTRICAL, LIGHTING, SIGNAGE, & NAVAID INVESTIGATION 148 11.7%25,820$ 9.8%2,736$ 28,556$ 10%
TASK 6 UTILITIES & STORM DRAINAGE SYSTEM INVESTIGATION 342 27.1%68,930$ 26.2%15,831$ 84,761$ 30%
TASK 7 PROJECT STANDARDS & DESIGN AIRCRAFT/VEHICLE FLEET MIX DETERMINATIONS 0 0.0%-$ 0.0%-$ -$ 0%
TASK 8 PAVEMENT, GRADING, & LAYOUT CONCEPT - PRELIMINARY ENGINEERING (10%) 0 0.0%-$ 0.0%-$ -$ 0%
TASK 9 ELECTRICAL, LIGHTING, SIGNAGE, & NAVAID CONCEPT - PRELIMINARY ENGINEERING (168 13.3%32,560$ 12.4%-$ 32,560$ 12%
TASK 10 UTILITIES & STORM DRAINAGE SYSTEM CONCEPT – PRELIMINARY ENGINEERING (10%)373 29.6%74,990$ 28.5%-$ 74,990$ 27%
TASK 11 PROJECT DEFINITION FINALIZATION & IMPLEMENTATION PROGRAM 50 4.0%10,260$ 3.9%-$ 10,260$ 4%
Total 1,260 100.0%263,140$ 100.0%18,796$ 281,936$ 100%
Project Summary by Consultant
Man Hours Labor Cost Expenses Budget % of Total
Budget
KIMLEY-HORN AND ASSOCIATES 1260 100.0%263,140$ 100.0%18,796$ 281,936$ 100%
Total 1,260 100.0%263,140$ 100.0%18,796$ 281,936$ 100%
KIMLEY-HORN AND ASSOCIATES, Fee Proposal - Summary of Total Costs
Renton Airport - Taxiway A Improvements
3/6/2023
3/6/2023
Geotechnical Investigation HWA Ref: 2022-191
Renton Municipal Airport-Taxiway A Reconstruction/Rehabilitation Date: 21-Feb-23
Renton, Washington Revised:3-Mar-23
Prepared for Century West, Kurt Addicott. P.E.Prepared By: SEG/BKH
ESTIMATED HWA LABOR:
Engr. VIII Geol. VIII Geol. IV Geol. III Geol II CAD Contracts TOTAL TOTAL
$87.50 $85.00 $46.00 $40.50 $33.00 $32.50 $45.00 HOURS AMOUNT
Project Setup / Invoicing / Progress Reports 4 8 12 $710
2 8 10 $543
Review Available Geotechnical Information 2 2 8 12 $713
Site Reconnaissance - Orientation 8 8 16 $1,068
Prepare Exploration Plan 8 2 16 8 34 $1,866
Task 1 - Falling Weight Deflectometer Testing 0 $0
Conduct testing on Taxiway A, A1, A2, A3, A4, A5 , A6, and A7. Assume 2 Days.20 20 $920
FWD Data Analyses 24 40 64 $3,940
Task 1 - Exploration Field Location 0 $0
Mark Exploration Locations - Assume 2 Days & Entire Site is Accessible. Utility Clearance by Subcontractor Hired by Surveyors.16 16 32 $2,136
Task 2 - Utility Potholing 0
Core Existing Apron Pavement at up to 6 Locations and Vac-Truck to Identify Depth of Existing Utilities. Assume 2 days.20 20 40 $1,730
Task 3 - Geotechnical Borings on Existing Taxiways Service Road/Ramp and Apron Areas to be Reconstructed 0
Log Drilling of 70 Boreholes to a Depth of Approximately 10 feet Each. Assume Full Access to Site & Night Work. Assume 10 Nights.24 100 124 $6,700
Create Borehole Logs and Assign Lab Testing 16 24 48 88 $5,648
Task 4 - Pavement Coring and DCP Testing through Existing Pavement
30 30 60 $2,595
Create Pavement Core Logs & Assign Lab Testing 8 4 10 22 $1,500
Task 5 - Test Pit Explorations within the Infield between Taxiway A and the Runway
Log Excavation of a Maximum of 16 test pits. Assume Full Access to Site & Day Work. Assume 3 Days.30 30 $1,380
Create Test Pit Logs & Assign Lab Testing 4 8 8 20 $1,398
Task 6 - Conduct one PIT within the Infield between Taxiway A and the Runway
Conduct one PIT- Assume 2 days 10 10 $460
Prepare PIT log & assign Lab Testing 1 2 3 $177
Analyze PIT Data and Develop Infiltration Rate 1 2 2 5 $350
Task 7 - Geotechnical Analyses and Reporting
Prepare Draft Geotechnical Report 60 40 60 40 200 $12,710
Prepare Final Geotechnical Report 16 8 24 4 52 $3,314
TOTAL LABOR:193 91 460 50 0 52 8 854 $49,858
LABORATORY TEST SUMMARY:ESTIMATED DIRECT EXPENSES:
Est. No.Unit Total Mileage @ $0.625/mile $1,000
Test Tests Cost Cost FWD Rental ($1000/hr) x 10 hrs $10,000
Natural Moisture Content of Soils with Soil Description (ASTM D 2316)120 $24 $2,880 Nuclear Gauge ($40/day) - 3 days $120
3 -Point CBR/Modified Proctor (ASTM D1557/D1883) - Subgrade (Test Pits)8 $960 $7,680 Coring Charge ($75/core) - assumes 20 cores $1,500
Atterberg Limit Determinations (ASTM D4318) - Subgrade 24 $250 $6,000 Laboratory Testing (see detail to left)$26,610
Combined Grainsize Analysis (Sieve & Hydrometer, ASTM D422) - Subgrade (Test Pits)18 $275 $4,950 TOTAL DIRECT EXPENSES:$39,230
Aggregate Grainsize Analysis & Fracture Face Count - Aggregate Base - Pavement Cores 20 $255 $5,100
LABORATORY TOTAL:$26,610 SUBCONTRACTORS
Vac-Truck Subcontractor $6,000
Drilling Subcontractor $44,000
Assumed Conditions:Excavating Subcontractor (PIT)$7,000
1. Geotechnical evaluation includes physical soil properties only; does not include evaluation of potentially contaminated Excavating Subcontractor (Test Pits)$9,000
soils, fill, or ground water, or the identification of wetland areas. In the event contaminated soils appear to be present, SUBCONTRACTOR TOTAL:$66,000
HWA will collect samples and contact the Owner/Designer for directions.
2. All hours and items are estimated, and may be shifted between tasks within the limits of the total budget PROJECT TOTALS AND SUMMARY:
at the discretion of HWA's project manager.Direct Salary Costs (DSC)$49,858
3. Does not include provision for plan review and services during construction.Overhead @ 208.31% of DSC $103,858
4. Boreholes will be backfilled with cuttings/gravel and non-shrink cement grout at the surface.Fixed Fee @30% of DSC $14,957
5. Test pits will be backfilled with excavated soil and tamped back into place. Site restoration is not included.Direct Expenses $39,230
6. Work will be conducted with open access to entire site(s). Subcontractor Total x 1.03 ( to cover B&O)$67,980
7. HWA will not provide labor or signage materials for Runway or Taxiway closures.ESTIMATED PROJECT TOTAL:$275,883
8. Feasibility for on-site stormwater disposal will be assessed by local GW table elevation and evaluation of soil grain-size data obtained from test pit samples.
Based on our experience on site, we do not expect stormwater disposal by infiltration is feasible. However, we included budget to conduct 1 large-scale PIT on site, if appropriate.
Perform Pavement Coring at 20 Locations. Assume Full Access to Site & Night Work. Assume 3 Nights.
PERSONNEL & 2023 HOURLY RATES
WORK TASK
DESCRIPTION
Coordinate Subcontractors
NUMBER Date 8-Feb-23
NAME by BSB
CLIENT ckd EVB
OWNER
Director Land
Surveyor 3 Land Surveyor 3 Land Surveyor 2 Eng Aid 4 Eng Aid 4 Eng Aid 4 Eng Aid 2 Eng Aid 2 Admin Assist
5
Admin Assist
5
Principal PM QM PLS/Project CADD 5 CADD 4 TECH 5 TECH 3 TECH 3 APM ACCT FEE
296.33$ 206.87$ 206.87$ 153.76$ 134.19$ 134.19$ 134.19$ 109.73$ 109.73$ 150.96$ 150.96$
No.HRS TASK
1 52 4 16 16 8 8 10,221$
2 150 2 8 4 16 40 40 40 19,681$
3 0 -$
4 254 2 8 4 40 80 40 40 40 34,107$
5 174 2 8 4 40 40 40 40 22,589$
6 376 4 8 4 40 80 80 80 80 48,845$
7 0 -$
8 158 2 8 4 24 40 40 40 20,911$
9 0 -$
10 0 -$
11 0 -$
12 0 -$
####16 56 36 120 200 0 240 240 240 8 8 1164
4,741$ 11,585$ 7,447$ 18,451$ 26,838$ -$ 32,206$ 26,335$ 26,335$ 1,208$ 1,208$ 156,354$
156,354$
20 1200 0.655$ 786$
30 -$
-$
7,000$
-$
6,600$
14,386$
170,740$
3DLS
TASK
2023 - Loaded Rates
Renton Municipal Airport
22-120
Taxiway A
Century West
PM; Admin; QA/QC
DESCRIPTION
3.1 Utility Records
3.2 Topo Taxiway APROJECT
TOTAL DIRECT BURDENED SALARY COSTS
Non-3DLS
(10 days) Outside of the primary
Survey Control
TOTAL HOURS
number of field days
NOTES
GRAND TOTAL FEE ESTIMATE
3DLS
APS (Need ESTIMATE)SUE LOCATES
MATERIALS & SUPPLIES
OTHER (DESCRIBE)
TOTAL OTHER DIRECT COSTS
OTHER DIRECT COSTS
MILEAGE (TOTAL MILES)
PER DIEM (DAYS)
LODGING (DAYS)
MILEAGE (ONE WAY)DRAFT
22-120 RENTON AIRPORT LOE-DRAFT.xlsx M:\2022\22-120 Renton Airport Eng Svs\0000CON\0010Proposal\22-120 RENTON AIRPORT LOE-DRAFT.xlsx 2/14/2023