Board of Cowlitz County Commissioners
Steve Rader, Commissioner District 1 Steven L. Ferrell, Commissioner District 2 Richard R. Dahl, Commissioner District 3 Kelly Grayson, Clerk of the Board
Regular Public Meeting August 25, 2026, 9:00 a.m. Board Meeting Convenes at 9:00 a.m. • • • •
•
Invocation by Invitation Pledge of Allegiance Minutes of August 17-18, 2026 Consent Agenda of August 25, 2026 o Call for Hearings o Contracts/Agreements/Bid Awards o Correspondence o Motion Items o Board of Health – 10:00 a.m. Public Comments o Citizen Participation may be anonymous. See RCW 42.30.040
ZOOM Link
KLTV Link
Live Stream
Phone Option: (253) 215-8782 Webinar ID: 820 1961 3917
Print Agenda
Consent Agenda Contracts/Agreements/Bid Awards Public Works 1. Special Market Condition Request to purchase 2018 John Deere 310E Articulated Dump Truck for the Headquarters Landfill. (232784) 2. Amendment #1 to the Personal Services Agreement with PBS Engineering and Environmental LLC for surface emissions monitoring at the Headquarters Landfill. The amendment will increase the maximum payable amount by $210,000 to $360,000. (232759) 3. Supplemental Agreement #3 with Otak, Inc. for the Allender Road Bridge Replacement Project to provide additional construction phase services. The increase is $135,000 with a new maximum amount payable at $597,069 and will be reimbursed with federal funds. (232728) 4. Contract Execution and Bond in Lieu of Retainage with Western United Civil Group, LLC for the S. Toutle Road Headwall Repair project. The total price is $167,700. (232701) Noxious Weeds Program 5. Memorandum of Agreement (MOA) with Washington State Department of Transportation (WSDOT) for the purpose of assisting in the maintenance of noxious weeds along the Rights-of-Way in the Mount St. Helens area. (232762) Page 1 of 3
Regular Public Meeting August 25, 2026, 9:00 a.m. Correspondence 6. Letters/Notices a. Letter dated 8/25/26 to Shanie Searing appointing her to the Fair Board. This is a 4-year term that expires October 31, 2030. (232710) b. Letter dated 8/25/26 to Seth McNally thanking him for his application to the Fair Board. The position has been filled. (232727) c. Letter dated 8/25/26 to Seth McNally thanking him for his application to the Parks and Recreation Board. The Parks and Recreation Board does not have any openings at this time. (232745) d. Letter dated 8/25/26 to JJ Gavino thanking him for his application to the Rodeo Board. The Rodeo Board does not have any openings at this time. (232760) e. Letter dated 8/25/26 to Susan McElyea thanking her for her application to the Rodeo Board. The Rodeo Board does not have any openings at this time. (232748) f. Preliminary 2027 Budget Estimate for the Consolidated Diking Improvement District No. 3. (232473) g. Preliminary 2027 Budget Estimate for the Drainage Improvement District No. 1. (232472) h. Preliminary 2027 Budget Estimate for the Consolidated Diking Improvement District No. 2. (232471) i. Preliminary 2027 Budget Estimate for the Silver Lake Flood District. (232837) j. Letter dated 8/25/26 to Governor Bob Ferguson and Attorney General Nick Brown regarding the Washington Department of Fish and Wildlife (WDFW) Commission. (232896) Vouchers The following vouchers/warrants are approved for payment. Funds Claims Claims Special Purpose District No. 1 Special Purpose District No. 1 Special Purpose District No. 2 Special Purpose District No. 2 Total
Voucher Numbers 1000028241-1000028346 1000074106-1000074184 5000004230-5000004253 5000021437-5000021476 7000000663-7000000666 7000004649-7000004656
$
$
Amount 727,037.10 438,292.04 570,088.43 38,553.22 11,009.60 1,953,993.53 3,738,973.92
Motion Items Human Resources 7. Sheriff Deputies Sergeants Guild Collective Bargaining Agreement. (232266)
10:00 a.m. - Board of Health •
10:00 am - Call Meeting to Order Page 2 of 3
Regular Public Meeting August 25, 2026, 9:00 a.m. • • •
• •
Old Business o Review Minutes New Business o H.H.S. Update o Miscellaneous (if time permits) Public Comment Period o Citizen Participation may be anonymous. See RCW 42 .30.040 Executive Session (as needed) Adjourn Meeting
Updates Chairman Updates Cancellations/Closures • Monday, September 7th – Office Closed • Tuesday, September 8th – Meetings Canceled Upcoming Meetings/Important Dates: • Monday, August 31st @ 4:30 p.m. – Board of Health Applications Due • Tuesday, September 22nd @ 10:00 a.m. – Department of Ecology • Tuesday, September 29th @ 10:00 a.m. – Board of Health Interviews • Tuesday, October 6th @ 10:00 a.m. – Board of Health Interviews • Tuesday, October 13th @ 10:00 a.m. – Board of Health Interview • Tuesday, October 20th @ 9:30 a.m. – Board of Health Appointments RCW 42.30.040 – Conditions to attendance not to be required. A member of the public shall not be required, as a condition, to attend a meeting of a governing body, to register his or her name and other information, to complete a questionnaire, or otherwise to fulfill any condition precedent to his or her attendance. People may remain anonymous when logging on to Zoom by creating any name and email of their choosing. In a meeting, public comments will be received, either or both, orally (raise hand in Zoom or use *9 on phone) and by writing. Note: Written comments may be sent to the Board at any time. For oral presentations, the Board may set a time for comments and speakers. All matters listed with the Consent Agenda were previously distributed to each Board Member for reading and study, were available for public viewing, are considered items of regular County business, and will be approved, without separate discussion, by one motion of the Board of County Commissioners. An item may be removed from the Consent Agenda and placed on the Regular Agenda for separate discussion and voting at the request of any Board Member. The Board of Commissioners may add and take action on other items not listed on this Agenda. • • •
Agenda Online Address: https://www.co.cowlitz.wa.us/535/Agendas---Regular-Public-Meetings ZOOM Invitation Address (for all meeting days): o https://us06web.zoom.us/j/82019613917 KLTV Live Feed Address: http://www.kltv.org
Page 3 of 3
232784
BOCC
Consent
Agenda
Agenda
Meeting Date: 8/ 25/ 2026 Special Market Condition
Request—
John Deere Articulated Dump Truck
Submitted By: Ashley Claussen, Purchasing Supervisor Submitted For: Mike Moss, Director of Public Services Department:
Roads
Administration
Information
Subject and Summary Statement
At the Commissioner' s Open Public Meeting held on August 18, 2026, approval was requested for a special market condition purchase of a 2018 John Deere 310E Articulated Dump Truck for use at the Headquarters Landfill.
This purchase represents a limited and time- sensitive opportunity to acquire a vehicle that is immediately available at a discounted price. Due to limited availability, the vehicle was unlikely to
remain available if the purchase was delayed. Approval authorized the County to secure the available cost savings while meeting operational needs efficiently.
This request has been previously reviewed and approved by the Cowlitz County Prosecuting Attorney' s Office. Staff Attendance
Department
Recommendation
Staff recommends that the Cowlitz County Board of Commissioners sign the Special Market Condition Form and place the approved purchase into the public record.
Form
Task
User Anonymous Claussen,
User
Ashley
Agenda
Item
Preliminary
Review
Action
Timestamp
Submit
8/ 18/ 2026
3: 39: 00 PM
Review-
Submit
8/ 18/ 2026
3: 58: 00 PM
Approver
Approve
8/ 19/ 2026
7: 02: 00 AM
Approve
8/ 19/ 2026
7: 51: 00 AM
Submission
PW1 Eugenis,
Susan
Department Review
Grayson,
Kelly
Clerk of the Board Review
TZ CO&
Purchasing Services z
Board of County Commissioners
1600
13"
Steve
Rader
District
TEL(
360) 577- 3030
Steven
L. Ferrell
District 2
FAX(
360) 423- 9987
Richard R. Dahl
District 3
Ave.
S Kelso,
WA 98626
1
r•.
4SHING" O
wwwxoxowlitzma.
us
Request for Sole Source or Special Market Condition Purchase
Requester:
Department/
Mike Moss
Public
Requested
Supplier:
Estimated
Coastline
Equipment
188, 000
Division:
Works Type of Request:
Cost:
Sole Source
El Special Market Condition
Subject:
Articulated Dump Truck for Headquarters Landfill This is a sole source*
Licensed
or
or
special market
condition**
purchase because( check all that apply):
patented— provider has a license or patent that makes them the sole provider
One- of- a- kind— there are no competitive alternatives available on the market Sole Distributor—
provider is the sole distributor for the region or municipality
Compatibility— sole provider of items compatible with existing equipment, inventory, system, or programs Replacement part— for a specific brand or existing equipment Warranty— sole provider of factory authorized warranty service Unique design— must meet physical design or quality standards
El Special market- provider is a holder of used or limited stock items that would represent good value and is advantageous to the County as a special market condition purchase Sole source purchases are defined as clearly and legitimately limited to a single supplier. Sole source purchases are normally not allowed except when based upon strong technological grounds such as operational compatibility with existing equipment and related parts or upon a clearly unique and cost effective feature requirement. The use of sole source purchases shall be limited only to those specific instances which are totally justified to satisfy compatibility or technical performance needs.
Special market condition purchases are an exception to competitive bidding requirements under RCW 36.32. 270 and RCW 39. 04.280, and County policy, and can include the purchase ofused equipment or products, in lieu of competitive bid-and- purchase of new equipment or products, which both fulfill the needs of the County and Department and result in cost- savings and special benefit. A ' special market condition'
usually arisesfrom the transitory nature of used or limited stock items
quickly coming on/ off the market, and often from a single seller.
Purchase of a used John Deere 310E Articulated Dump Describe the
What
are
goods
the specific necessary features
this supplier
from
proposed
provides
other suppliers?
Truck for use at the Headquarters Landfill
or services.
that
that are not available
The supplier has a specific used dump truck available that meets the County' s operating needs. The current configuration, condition, and availability cannot be assured through a competitive solicitation.
Discuss how
similar
goods
the required
to meet
or services
are unable
objective.
Obtaining comparable equipment through a competitive process could delay acquisition and result in a higher purchase price or loss of the current opportunity. Public Works staff has completed dealer outreach and
Describe your
efforts
to
identify
other
potential
sources.
inventory searched and found no other vehicles available at the price found The vehicle is offered at a discounted price and is immediately
Provide any
other
non- competitive
For a special
facts supporting
the
use of a
process.
market
purchase could result in the loss of the unit and the current pricing.
condition
The purchase represents the best value based on the unit' s price,
purchase,
condition, specifications, and immediate availability. Staff
describe why this is the best value for the
County Is this
and the
steps
a one- time
El
taken
reviewed comparable used equipment and available market
to verify.
pricing to verify that the proposed price is reasonable. If an ongoing sole source procurement is required,
procurement?
attach an estimate that shows total annualized
No
Yes
available. This is a time- sensitive, non- recurring opportunity to acquire the required equipment at a favorable price. Delaying the
expenditures for each year.
Requester' s Statement of Need:
My department' s/ office' s recommendation for this special market condition purchase is based upon the objective
review of the product/ service required and appears to be in the best interest of the County. I know of no conflict of interest on my part or personal involvement in any way with this request. No gratuities, favors or compromising actions have taken place. Neither has my personal familiarity with brands, types of equipment, materials or firms been a deciding influence on my request to sole source this purchase when there are other known suppliers.
I hereby certify that this justification is accurate and complete to the best of my knowledge and belief.
It is hereby RESOLVED
that use of a sole provider or a spec]
approval of any associated agreement
or
invoice
on this
l m,airket purchase is t
1
day of
proved i conjunction with the (
Sr
Requester:
Board of County Commissioners of Cowlitz County, Washington
Print Name
Richard R. Dahl, Chairman
2026.
C Ld_ Steve Rader, Commissioner
Signature
SI I
nzu Steven L. Ferrell, Commissioner
Date
Attest: THIS REQUEST HAS BEEN APPROVED COWLITZ COUNTY PROSECUTING
Kelly Grayson,
Clerk of the Board
AS TO FORM BY ATTORNEY
232759
BOCC
Consent
Agenda
Agenda
Meeting Date: 8/ 25/ 2026 AGREEMENT-
Surface
Emissions
Monitoring-
Headquarters
Landfill & Tennant
Way Landfill -
PBS -
Amendment
No. 1
Submitted By: Averie Mejia, Administrative Assistant III Submitted For: Susan Eugenis, County Engineer Department:
Roads
Administration
Information
Subject and Summary Statement
Attached is Amendment No. 1 to the Personal Services Agreement dated January 21, 2025, with PBS Engineering and Environmental LLC, for surface emissions monitoring at the County' s Headquarters Landfill and Tennant Way Landfill. The purpose of this Supplemental Agreement is to increase the maximum amount payable by $210,000 to a new maximum of$ 360,000 to cover ongoing work. The requirements for surface emissions monitoring have greatly increased due to revisions to WAC 173- 408. Staff Attendance Susan Eugenis Department
Recommendation
It is the recommendation
of the Department of Public Works that the Board move to approve
Amendment No. 1 to the Personal Services Agreement with PBS Engineering and Environmental LLC and authorize the amendment to be executed.
Form
Task
User Anonymous Maurer,
User
Roger
Review
Action
Timestamp
Submit
8/ 18/ 2026
Review-
Submit
8/ 18/ 2026 12: 51: 00 PM
Approver
Approve
8/ 19/ 2026
7: 01: 00 AM
Legal Review
Approve
8/ 19/ 2026
9: 12: 00 AM
Clerk of the Board
Approve
8/ 19/ 2026
1: 48: 00 PM
Agenda
Item
Preliminary
Submission
11: 50: 00 AM
PW1 Eugenis,
Susan
Department Review
Jensen, Grayson,
Doug Kelly
Review
AMENDMENT
NO. 1 to
Cowlitz County Personal Services Agreement PBS Engineering and Environmental LLC
1.
This Amendment
No. 1 to Agreement between Cowlitz County, Washington, (" COUNTY"), and PBS Engineering and Environmental LLC (" CONTRACTOR") shall take effect and be in force on the below stated date of authorization as agreed to by COUNTY and CONTRACTOR.
2.
COUNTY AND CONTRACTOR have entered into an Agreement for personal services to perform surface emissions monitoring at the County' s Headquarters Landfill and Tennant Way Landfill, to wit: Board agenda item AS- 13968 approved and executed by the Board of County Commissioners on January 21, 2025,
3.
which
agreement
will expire
on December
31, 2026.
COUNTY is in need of continuing personal services under the original agreement through February 28, 2027, to
complete
reporting
for the
2026
monitoring,
and adding $ 210, 000. 00 additional budget to
the agreement, and CONTRACTOR is amenable to extending his/ her personal services to the COUNTY under
the
same
and
terms
of the
conditions
original Agreement
plus
the
additional $ 210, 000. 00
budget, and as set forth below. 4.
Both COUNTY and CONTRACTOR agree to modify the original Agreement as in the parties' best interests and in furtherance of the purposes and intent of this amendment, as set forth below: a.
Extending agreement to February 28, 2027.
b.
Increasing the total amount authorized by$ 210, 000. 00. The total contract shall not exceed 360, 000. 00.
5.
Except as provided above in this Amendment No. 1, all terms, conditions, duties, obligations and provisions of the original Agreement and any prior Amendment( s) shall remain in full force and effect.
on this the hereto have executed this agreement 2026, and each day of signatory to this Amendment No. 1 warrants that he/ she is duly authorized and executes this Amendment for and on behalf of the below- inscribed parties hereto.
The parties
CONTRACTOR:
BOARD OF COUNTY COMMISSIONERS OF COWLITZ COUNTY, WASHINGTON
PBS ENGINEERING
AND ENVIRONMENTAL
LLC
Digitally signed by Dustin E Cooley Date:
2026. 08. 17
18: 17: 59- 07' 00'
By: authorized
by Bylaws to sign)
Richard
R. Dahl,
Commissioner
Dustin E. Cooley, Apex Division Mgr ATTEST:
Steve Rader, Commissioner
Clerk of Board
Steven
CONTRACT OFFICE
AMENDMENT
FORM
HAS BEEN APPROVED
L. Ferrell,
BY COWLITZ
Commissioner
COUNTY
PROSECUTING
ATTORNEYS
tz co
o41y%
PERSONAL SERVICES AGREEMENT
4SHING Oa THIS AGREEMENT is entered into between COWLITZ COUNTY, a political subdivision of the State of Washington, ( hereinafter
called " County"
or"
County") and
Cowlitz
Name:
PBS Engineering and Environmental
LLC
Address:
1325 SE Tech Center Drive, Suite 140 Vancouver, WA 98683
Phone NQ:
360- 213- 0433
hereinafter
called " Contractor").
This Agreement is comprised of: Attachment A-
Scope of Work
B-
Compensation
Attachment
Attachment C-
General
Conditions
D-
Special
Terms and Conditions
Attachment
and Retirement Status Form ( signature required) E— (
Attachment
specify)
copies of which are attached hereto and incorporated herein by this reference as if fully set forth. 2025 and shall, unless 21 day of 7anuary terminated as provided elsewhere in the Agreement, terminate on the 31s, day of December 2026. The
term
of this
Agreement
WHEREOF,
IN WITNESS
shall
on
commence
the parties
the
have executed
this Agreement
this
on
day of
2024.
BOARD OF COUNTY COMMISSIONERS CONTRACTOR:
Tom
Mergy
Digitally
signed
Tom
gy
Date:
20
5 01. 14
11: 55: 31- 08' 00'
LITZ COUNTY, WASHINGTON
by
OFSighl, A
Stw e, Ka,. zv', Print
Title:
name:
Thomas
Department
Mergy
Manager
Stgv,
Commissioner
isfvit{ I
er, Commissioner Y:
Sj VisMd 2 Plerrell, Commissioner f"
Signed by:
Date: 01/ 14/ 2025
Cler
o
e
rd
CONTRACT HAS BEEN APPROVED AS TO FORM BY COWLITZ COUNTY
PROSECUTING ATTORNEY
PROFESSIONAL
ATTACHMENT
AGREEMENT
SERVICES
A
SCOPE OF WORK
The contractor agrees to complete the personal services work for Cowlitz County, as described below ( or in the attached
document),
including the following elements:
The Contractor will complete task order- based services to monitor surface emissions at the
Headquarters Landfill and the Tennant Way Landfill. The initial task orders will be for preparing
monitoring
for
plans
the
Subsequent task orders will
landfills.
two
be for
completing the quarterly monitoring in accordance with the finalized monitoring plans, revising the monitoring plans as needed, and other surface emissions monitoring related tasks requested by the County. Each
item
of
work
will be
assignment
under
this
individually
Agreement
negotiated
will
with
the
be
provided by
Contractor.
task
assignment.
Each
The amount established for
each assignment will be the maximum amount payable for that assignment unless modified by the County. The County is not obligated to assign any specific number of tasks to the
Contractor, and the County's and the Contractor's obligations hereunder are limited to tasks assigned in writing.
Task assignments made by the County shall be issued in writing by a Formal Task Assignment Document. An assignment shall become official when a Formal Task Assignment Document is signed by the County and based upon a proposal signed by the Contractor, except that
emergency actions requiring a 24- hout or less response can be handled by an oral Such oral authorization shall be followed up with a Formal Task Assignment Document within four working days, and any billing rates agreed to orally ( for subconsultants,
authorization.
or
organizations
whose
rates
were
not
previously
established
in the
Agreement)
shall
be
provisional and subject to final negotiations and acceptance by the County. In the event the Contractor, or its agents or assigns, are unable to complete their work as scheduled, the
contract period and compensation may be adjusted by mutual agreement of the County and Contractor.
ATTACHMENT
A
Page 1
PROFESSIONAL
SERVICES
ATTACHMENT
AGREEMENT
B
COMPENSATION
i.
a.
FIXED FEE FOR SERVICE:
For services rendered, the County shall pay to the Contractor a and 0 CENTS ($ 150, 000. 00) for the completed work set
fixed fee of one hundred
fifty thousand, DOLLARS
forth in Attachment"
Payments
monthly;
A.".
for completed tasks shall be made
El quarterly; El semi- annually;
no more
frequently than
l
at completion of project;; (
annually;
bi-
other( specify)
Each request for payment shall be supported by an invoice specifying the tasks completed up to the request for payment and the payment amount requested.
In no event shall payment be sought in an
amount which represents a percentage of the fee greater than the percentage of completed tasks. OR
b. HOURLY RATES: For services rendered, the County shall compensate the Contractor at the following hourly rates:
Hourly Rate
Name/ Posfdon
170
PE, Project Manager
Sean Hanrahan,
160
Toby Scott, RG, QA/ QC Manager LG, Project Geologist
140
Westoby, UAS, GIS, and Data
130
Scott Braunsten, Derrick
Riley Martin, Samantha Jillian
115
LG, UAS, Data Analyst
Kyle Johnson,
105
Field Scientist
Strain,
11S
Field Scientist
105
GIS Analyst
Pihulak,
105
CAD Technical
95
Writer
95
Administrator
Payments for completed annually;
annually;
tasks shall be made at completion
no
more
of project;
frequently than ®
monthly;
quarterly;
semi-
other ( specify)
Each request for payment shall be supported by an invoice specifying: the name/ position of the Contractor's employee if two or more are identified above; number of hours worked; completed tasks for which compensation is sought and; payment amount requested. In no event shall Contractor be compensated in excess of$ 150, 000 DOLLARS for the completed work set forth in Attachment" A." 2.
AND
a. The compensation set forth herein includes, without limitation: labor, materials, equipment, travel, telephone, computer, copiers and the like. OR
b. The County shall reimburse the Contractor for actual expenses incurred for travel, telephone,
copiers and computer. Reimbursement for airfare, mileage, meals and/ or accommodations shall be at the same rate as that applicable to county employees traveling on county business.
ATTACHMENT
B
Page 1
PROFESSIONAL
SERVICES
ATTACHMENT
AGREEMENT
8
OR
c. Other( specify) The County, in addition to the compensation herin set forth shall provide to the Contractor the following: IRS rate
Mileage Landtec GEM5000 Landfill Gas Meter
300/
GPS, Handheld
day day 15/ day
QED Portable
Methane
SEM 5000
330/
GPS, Antenna, and Pole
30/
Anemometer
25/
day day
Weather Station
50/
day
Field
Sampling Kit( ice, bags, gloves, etc.)
Filter( in- line)
25/ day 25/ day
Meter— YSI with Flow Through Cell
125/ day 40/ day 150/ day
Pump— Peristaltic
50/
Tubing— Silicone
3/
Tubing— Poly
0. 25/
Water Level Indicator
40/ day
Low Flow Controller with Air Compressor Meter— Turbidity
ATTACHMENT
8
day foot
foot
Page 2
ATTACHMENT
PROFESSIONAL SERVICES AGREEMENT
C
GENERAL CONDITIONS 1.
Scope
of Contractor'
s
The Contractor agrees to provide to the County services and any
Services.
materials set forth in the project narrative identified as Attachment A during the agreement period. No material, labor, or facilities will be furnished by the County, except as provided for herein. 2.
Payment to the Contractor for services rendered Payment for Contractor Services. under this Agreement shall be as set forth in Attachment B. Unless specifically stated in Attachment
Accounting and
B, the County will not reimburse the Contractor for any costs or expenses incurred by the Contractor in the performance of this contract. 3.
Contractor' s services are deemed personal and no portion of this
and Subcontractin4.
Delegation
contract may be delegated or subcontracted to any other individual, firm or entity without the express and prior written approval of the County Project Manager. 4.
Independent
Contractor.
The Contractor' s services shall be furnished
by the Contractor
as an
independent contractor and nothing herein contained shall be construed to create a relationship of employer/ employee or master/ servant.
The Contractor acknowledges
that the entire compensation
for this Agreement
is specified
in
Attachment B and the Contractor is not entitled to any county benefits including, but not limited to: vacation pay, holiday pay, sick leave pay, medical, dental or other insurance benefits, or any other rights
or
privileges
afforded
to
Cowlitz
County
employees.
The Contractor
represents
that it
maintains a separate place of business, serves clients other than the County, will report all income
and expense accrued under this contract with the Internal Revenue Service on a business tax schedule, and has a tax account with the State of Washington Department of Revenue for payment of all sales and use and Business and Occupation taxes collected by the State of Washington. In the event that either the state or federal government determines that an employer/ employee or
master/ servant relationship exists rather than an independent contractor relationship such that Cowlitz County is deemed responsible for federal withholding, social security contributions, workers compensation and the like, the Contractor agrees to reimburse Cowlitz County for any payments made
or
required
to be made
by Cowlitz County.
Should any payments be due to the Contractor
pursuant to this Agreement, the Contractor agrees that reimbursement may be made by deducting from such future payments a pro rata share of the amount to be reimbursed. Notwithstanding any determination by the state or federal government that an employer/ employee
or master/ servant relationship exists, the Contractor, its officers, employees and agents, shall not be entitled to any benefits which Cowlitz County provides to its employees. 5.
No Guarantee of Employment. The performance of all or part of this contract by the Contractor shall not operate to vest any employment rights whatsoever and shall not be deemed to guarantee any employment of the Contractor or any employee of the Contractor or any subcontractor or any
employee of any subcontractor by the County at the present time or in the future. 6.
Regulations and Requirements. This Agreement shall be subject to all federal, state and local laws, rules, and regulations.
7.
Right to Review. This contract is subject to review by any federal or state auditor. The County shall have the right to review and monitor the financial and service components of this program by whatever
means
are
deemed expedient
by
the
County
Project
Manager.
Such review may occur
with or without notice, and may include, but is not limited to, on- site inspection by County agents or
employees, inspection of all records or other materials which the County deems pertinent to the
Agreement and its performance, and any and all communications with or evaluations by service recipients
under
this
Agreement.
The Contractor shall preserve and maintain all financial records
and records relating to the performance of work under this Agreement for six ( 6) years after
ATTACHMENT
C
Page 1
PROFESSIONAL
SERVICES
ATTACHMENT
AGREEMENT
C
contract termination, and shall make them available for such review, within Cowlitz County, State of Washington, upon request, during reasonable business hours. 8.
Modifications.
Either
party
may
request
changes
in
the
Agreement.
Any and all agreed
modifications shall be in writing, signed by each of the parties. 9.
for Default. If the Contractor defaults by failing to perform any of the obligations of the contract or becomes insolvent or is declared bankrupt or makes an assignment for the benefit of
Termination
creditors, the County may, by depositing written notice to the Contractor in the U. S. Mail, postage prepaid, terminate the contract, and at the County' s option, obtain performance of the work
If the contract is terminated for default, the Contractor shall not be entitled to receive
elsewhere.
any further payments under the contract. Any extra cost or damage to the County resulting such default( s) shall be deducted from any money due or coming due to the Contractor.
from The
Contractor agrees to bear any extra expenses incurred by the County in completing the work, including all increased costs for completing the work, and all damage sustained, or which may be sustained by the County by reason of such default. If a notice of termination for default has been issued and it is later determined for any reason that
the Contractor was not in default, the rights and obligations of the parties shall be the same as if the
notice of termination had been issued pursuant to the Termination for Public Convenience paragraph hereof. 10.
Termination
The County may terminate the contract in whole or in part
for Public Convenience.
whenever the County determines, in its sole discretion that such termination is in the interests of the
Whenever the contract is terminated in accordance with this paragraph, the Contractor County. shall be entitled to payment for actual work performed for completed items of work. An equitable
adjustment in the contract price for partially completed items of work will be made, but such adjustment shall not include provision for loss of anticipated profit on deleted or uncompleted work. Termination of this contract by the County at any time during the term, whether for default or convenience, shall not constitute a breach of contract by the County. 11.
Termination Due to Insufficient
Funds.
If sufficient funds for payment under this contract are not
appropriated or allocated or are withdrawn, reduced, or otherwise limited, the County may terminate No penalty or expense shall this contract upon thirty ( 30) days written notice to the Contractor. accrue to the County in the event this provision applies. 12.
Termination
The following provisions apply in the event that this Agreement is
Procedure.
terminated:
a)
The Contractor shall cease to perform any services required hereunder as of the effective date of termination and shall comply with all reasonable instructions contained in the notice of termination, if any.
b)
The Contractor shall provide the County with an accounting of authorized services provided through the effective date of termination.
c)
If the Agreement has been terminated for default, the County may withhold a sum from the
final payment to the Contractor that the County determines necessary to protect itself against loss or liability. 13.
Defense
and Indemnity
Agreement.
The Contractor agrees to defend, indemnify and save harmless
the County, its appointed and elected officers, agents and employees, from and against all loss or expense, including but not limited to claims, demands, actions, judgments, settlements, attorneys'
fees and costs by reason of any and all claims and demands upon the County, its elected or appointed officials or employees for damages because of personal or bodily injury, including death at
any time resulting therefrom, sustained by any person or persons and on account of damage to property including loss of use thereof, whether such injury to persons or damage to property is due ATTACHMENT
C
Page 2
PROFESSIONAL
SERVICES
ATTACHMENT
AGREEMENT
C
to the negligence of the Contractor, his/ her subcontractors, its successor or assigns, or its or their
agent, servants, or employees, the County, its appointed or elected officers, employees or their
agents, except only such injury or damage as shall have been occasioned by the sole negligence of the
County,
its appointed
elected
or
officials
or
employees.
It is further provided that no liability
shall attach to the County by reason of entering into this contract, except as expressly provided herein.
The County agrees to defend, indemnify and save harmless the Contractor, its appointed and
elected officers, agents and employees, from and against all loss or expense, including but not
limited to claims, demands, actions, judgments, settlements, attorneys' fees and costs by reason of
any and all claims and demands upon the Contractor, its elected or appointed officials or employees for damages because of personal or bodily injury, including death at any time resulting therefrom, sustained by any person or persons and on account of damage to property including loss of use thereof, whether such injury to persons or damage to property is due to the negligence of the County, its subcontractors, its successor or assigns, or its or their agent, servants, or employees, the
Contractor, its appointed or elected officers, employees or their agents, except only such injury or damage as shall have been occasioned by the sole negligence of the Contractor, its appointed or
elected officials or employees. It is further provided that no liability shall attach to the Contractor by reason of entering into this contract, except as expressly provided herein. 14.
Industrial
Insurance
With respect to the performance of this Agreement and as to claims
Waiver.
against the County, its appointed and elected officers, agents and employees, the Contractor
expressly waives its immunity under Title 51 of the Revised Code of Washington, the Industrial
Insurance Act, as now or hereafter amended, for injuries to its employees and agrees that the
obligations to indemnify, defend and hold harmless provided in this Agreement extend to any claim by or on behalf
brought
of any employee
of the Contractor.
Along with the other provisions of this
Agreement, this waiver is mutually negotiated by the parties to this Agreement. 15.
Venue and Choice
of Law.
In the event that any litigation should arise concerning the construction
or interpretation of any of the terms of this Agreement, the venue of such action shall be in the of the State
courts
in and for the
of Washington
County
of Cowlitz.
This Agreement
shall be
governed by the law of the State of Washington. 16.
Withholding
Payment.
In the event the County Project Manager determines that the Contractor has
failed to perform any obligation under this Agreement within the times set forth in this Agreement, then the County may withhold from amounts otherwise due and payable to Contractor the amount determined by the County as necessary to cure the default, until the County Project Manager determines
that such failure
to perform
Withholding under this clause shall not be
has been cured.
deemed a breach entitling Contractor to termination or damages, provided that the County promptly
gives notice in writing to the Contractor of the nature of the default or failure tootherwise perform, and in noA due. case
more
than
ten ( 10)
days
after
it
determines
to
withhold
amounts
determination of the County Project Manager set forth in a notice to the Contractor of the action
required and/ or the amount required to cure any alleged failure to perform shall be deemed conclusive, except to the extent that the Contractor acts within the times and in strict accord with
the provision of the Disputes clause of this Agreement. The County may act in accordance with any
determination of the County Project Manager which has become conclusive under this clause,
without prejudice to any other remedy under the Agreement, to take all or any of the following
1) cure any failure or default, ( 2) to pay any amount so required to be paid and to charge the same to the account of the Contractor, ( 3) to set off any amount paid or incurred from amounts actions: (
due
or
to become
due the Contractor.
In the event the Contractor obtains relief upon a claim under
the Disputes clause, no penalty or damages shall accrue to the Contractor by reason of good faith withholding by the County under this clause. 17.
Remedies. The duties and obligations imposed by this Agreement and the rights and remedies available hereunder shall be in addition to and not a limitation of any duties, obligations, Rights and
rights and remedies otherwise
ATTACHMENT
C
imposed or available bylaw.
Page 3
PROFESSIONAL
18.
ATTACHMENT
AGREEMENT
SERVICES
C
Any written commitment received from the Contractor concerning this Agreement shall be binding upon the Contractor, unless otherwise Contractor
Commitments
specifically
provided
render
Representations.
and
reference to this
herein with
shall
commitment
a
Warranties
the
Contractor
paragraph.
liable
for
Failure of the Contractor to fulfill such
damages
to
the
County.
A
commitment
includes, but is not limited to any representation made prior to execution of this Agreement, whether
or not incorporated elsewhere herein by reference, as to performance of services or equipment,
prices or options for future acquisition to remain in effect for a fixed period, or warranties. 19.
Infringement. Contractor will defend, indemnify and save harmless County, its appointed and elected officers, agents and employees from and against all loss or expense, including
Patent/ Copyright
but not limited to claims, demands, actions, judgments, settlements, attorneys' fees and costs by reason of any and all claims and demands upon the County, its elected or appointed officials or
employees for damages because of the Contractor's alleged infringement on any patent or copyright.
The Contractor will pay those costs and damages attributable to any such claims that are finally awarded against the County, its appointed and elected officers, agents and employees in any action. Such defense and payments are conditioned upon the following: a)
b)
That Contractor shall be notified promptly in writing by County of any notice of such claim. Contractor shall have the right, hereunder, at its option and expense, to obtain for the County
the right to continue using the information, in the event such claim of infringement, is made, provided no reduction in performance or loss results to the County. 20.
Dispute :
a)
Differences between the Contractor and the County, arising under and by virtue of
General.
the contract documents shall be brought to the attention of the County at the earliest possible
time in order that such matters may be settled or other appropriate action promptly taken. The records, orders, rulings, instructions, and decision of the County Project Manager shall be final and conclusive thirty ( 30) days from the date of mailing unless the Contractor mails or otherwise furnishes
to the
County
Project
Manager a written notice of appeal.
The notice of
appeal shall include facts, law, and argument as to why the conclusions of the County Project Manager
are in error.
In connection with any appeal under this clause, the Contractor and County shall have the
opportunity to submit written materials and argument and to offer documentaryThe evidence in decision support of the appeal.
Oral argument
and live testimony
will not be
permitted.
of the County Project Manager for the determination of such appeals shall be final and
Reviews of the appellate determination shall be brought in the Superior Court of fifteen ( within 15) days of mailing of the written appellate determination.
conclusive.
Cowlitz
County
Pending
final
decision
of
the
dispute,
the Contractor
shall proceed
diligently
with the
performance of this Agreement and in accordance with the decision rendered. b)
Notice of Potential Claims. The Contractor shall not be entitled to additional compensation or
to extension of time for ( 1) any act or failure to act by the County Project Manager or the County, or ( 2) the happening of any event or occurrence, unless the Contractor has given the
County a written Notice of Potential Claim within ten ( 10) days of the commencement of The the the act, failure,
or
event giving
rise
to the claim,
and before final
payment by
County.
written Notice of Potential Claim shall set forth the reasons for which the Contractor believes
additional compensation or extension of time is due, the nature of the cost involved, and insofar
as
possible,
the amount
of the
potential
claim.
Contractor shall keep full and complete
daily records of the work performed, labor and material used, and all costs and additional time claimed to be additional. c)
Detailed
Claim.
The Contractor
shall not be entitled to claim any such additional
compensation, or extension of time, unless within thirty ( 30) days of the accomplishment of
the portion of the work from which the claim arose, and before final payment by the County, ATTACHMENT
C
Page
4
ATTACHMENT
SERVICES AGREEMENT
PROFESSIONAL
C
the Contractor has given the County a detailed written statement of each element of cost or
other compensation requested and of all elements of additional time required, and copies of
any supporting documents evidencing the amount or the extension of time claimed to be due. 21.
Ownership
and Public Disclosure.
of Items Produced
All writings, programs, data, art work, music,
maps, charts, tables, illustrations, records or other written, graphic, analog or digital materials in connection with the prepared by the Contractor and/ or its consultants or subcontractors,
performance of this Agreement shall be the sole and absolute property of the County and constitute work made for hire" as that phrase is used in federal and/ or state intellectual property laws and Contractor
and/ or its agents shall have
no
ownership
or
in the work.
use rights
Except as to data or
information in the public domain or previously known to Contractor or required to be disclosed by law, subpoena or other process, the following shall apply: Correspondence,
a)
generated
reports and other electronic
emails,
between
the
and
Contractor
County
during
or written
work product will be
the
of this
course
Contract.
This
Contract and such work product in the possession of Contractor may be deemed public
records subject to disclosure under the Washington State Public Records Act, Chapter 42. 56 RCW ( Public Records
Act).
Thus, the County shall be required, upon request, to disclose this
Contract and all documents related to it unless an exemption under the Public Records Act or
Contractor shall fully cooperate with and assist the County with respect to
other laws applies.
any request for public records received by the County related to the services performed under this Contract.
Should County receive a request for disclosure, County agrees to provide Contractor ten ( 10)
b)
days written notice of impending release, and to cooperate with any legal action which may
be initiated by Contractor to enjoin or otherwise prevent such release, provided that all expense of any such litigation shall be borne by Contractor, including any damages, attorney' s
fees or costs awarded by reason of having opposed disclosure, and further provided that County shall not be liable for any release where notice was provided and Contractor took no action
to oppose
the
release
of information.
Notice of any proposed release of information
pursuant to Chapter 42. 56 RCW, shall be provided to Contractor according to the " Notice"
provision herein. If the Contractor has not obtained an injunction and served the County with that injunction by the close of business on the tenth business day after the County sent notice, the County will then disclose the record unless it makes an independent determination that the record is exempt from disclosure. Notwithstanding the above, the Contractor must not
take
provided
any
that
action
would
this Contract
under
a) the County' s ability to use goods and services b) the Contractor obligations under this Contract. The
affect (
or (
Contractor will fully cooperate with the County in identifying and assembling records in case of any public disclosure request.
Contractor' s failure to timely provide such records upon demand shall be deemed a material
c)
breach of this Contract. To the extent that the County incurs any monetary
penalties,
attorneys' fees, and/ or any other expenses as a result of such breach, Contractor shall fully indemnify and hold
harmless
County as set forth
in Section
13.
For purposes of this section,
the terms " public records" and " agency" shall have the same meaning as defined by Chapter 42. 56 RCW, as said chapter has been construed by Washington courts. The provisions of this section shall survive the expiration or termination of this Agreement. 22.
Recovery of Payments
to Contractor.
The right of the Contractor
to retain monies paid to it is
contingent upon satisfactory performance of this Agreement, including the satisfactory completion of the
project described
Scope
in the
of Work ( Attachment A).
In the event that the Contractor fails,
for any reason, to perform obligations required of it by this Agreement, the Contractor may, at the
County Project Manager's sole discretion, be required to repay to the County all monies disbursed to the Contractor for those parts of the project that are rendered worthless in the opinion of the County Project Manager by such failure to perform. Interest
shall accrue at the
Manager demands
ATTACHMENT
C
rate of 12
repayment
percent ( 12%)
per annum from the time the County Project
of funds.
Page 5
ATTACHMENT
PROFESSIONAL SERVICES AGREEMENT
23.
Approval.
Project
C
The extent and character of all work and services to be performed under this
Agreement by the Contractor shall be subject to the review and approval of the County Project Manager. For purposes of this Agreement, the County Project Manager is: Name:
Susan Eugenis
Title:
County Engineer
Department:
Department
Address:
131' Avenue S Kelso, WA 98626 360- 577- 3030
of Public Works
1600—
Telephone: E- mail:
eugeniss@cowlitzwa. 360- 636- 0845
Fax:
gov
In the event there is a dispute with regard to the extent and character of the work to be done, the
determination of the County Project Manager as to the extent and character of the work to be done shall govern subject to the Contractor' s right to appeal that decision as provided herein. 24.
The Contractor shall not discriminate against any person on the basis of race,
Non- Discrimination.
creed, political ideology, color, national origin, sex, marital status, sexual orientation, age, or the presence of any sensory, mental or physical handicap. 25.
Subcontractors.
In the event that the Contractor employs the use of any subcontractors, the
contract between the Contractor and the subcontractor shall provide that the subcontractor is bound
by the terms of this Agreement between the County and the Contractor. The Contractor shall insure that in all subcontracts entered into, County is named as an express third- party beneficiary of such contracts with full rights as such.
This agreement is intended for the benefit of the County and Contractor Party Beneficiaries. and not for the benefit of any third parties.
26.
Third
27.
Standard of Care. The Contractor shall perform its duties hereunder in a manner consistent with that degree of care and skill ordinarily exercised by members of the same profession as Contractor currently
practicing
under
similar
circumstances.
The
Contractor
shall,
without
additional
compensation, correct those services not meeting such a standard. 28.
Time
is of the Essence.
Time is of the essence in the performance of this contract unless a more
specific time period is set forth in either the Special Terms and Conditions or Scope of Work. 29.
Except as set forth elsewhere in the Agreement, for all purposes under this Agreement,
Notice.
except service of process, any notices shall be given by the Contractor to the County Project Manager.
Notice to the Contractor for all purposes under this Agreement shall be given to the
person executing the Agreement on behalf of the Contractor at the address identified on the signature page. 30.
Severability.
If any term or condition of this contract or the application thereof to any person( s) or
circumstances is held invalid, such invalidity shall not affect other terms, conditions or applications the invalid term, condition can be given effect without and conditions of this contract are declared severable.
which
31.
Precedence-
or application.
To this end, the terms
In the event of inconsistency in this Agreement, unless otherwise provided herein, the
inconsistency shall be resolved by giving precedence in the following order: a)
Applicable federal, state and local statutes, ordinances and regulations;
b)
Scope of Work ( Attachment A) and Compensation ( Attachment B);
c)
Special Terms and Conditions ( Attachment
d)
General Conditions ( Attachment Q.
ATTACHMENT
C
D);
and
Page 6
PROFESSIONAL SERVICES AGREEMENT
32.
ATTACHMENT
C
Waiver. Waiver of any breach or condition of this contract shall not be deemed a waiver of any prior or
subsequent
breach.
No term or condition of this contract shall be held to be waived, modified or
deleted except by an instrument, in writing, signed by the parses hereto. 33.
Attorney Fees.
In the event that litigation must be brought to enforce the terms of this agreement,
the prevailing party shall be entitled to be paid reasonable attorney fees. 34.
Construction. This agreement has been mutually reviewed and negotiated by the parties and should be given a fair and reasonable interpretation and should not be construed less favorably against either party.
35.
Survival.
Without being exclusive, Paragraphs 4, 7, 13- 19, 21- 22 and 30- 35 of these General
Conditions shall survive any termination, expiration or determination of invalidity of this Agreement
in whole or in part. Any other Paragraphs of this Agreement which, by their sense and context, are intended to survive shall also survive. 36.
Entire
Agreement.
This written contract represents the entire Agreement between the parties and
supersedes any prior statements, discussions or understandings between the parties except as provided herein.
ATTACHMENT
C
Page 7
ATTACHMENT
PROFESSIONAL SERVICES AGREEMENT
D
SPECIAL TERMS AND CONDITIONS AND RETIREMENT STATUS FORM 1. The Reporting. Manager as set forth below:
Contractor shall submit written progress reports to the County Project
With each request for payment. Monthly. Quarterly. Semi- annually. Annually. Project completion.
Other ( specify) Progress reports shall include, at a minimum, the following:
Reports shall include any problems, delays or adverse conditions which will materially affect the Contractor's ability to meet project objectives or time schedules together with a statement of
action
taken
recommendations
to
resolve
to the
Scope
or
proposed
for
changes
the
situation.
of Work, if any.
Reports
shall
also
include
Payments may be withheld if
reports are not submitted. 2.
Insuranc .
The Contractor shall maintain in full force and effect during the term of this
Agreement, and until final acceptance of the work, public liability and property damage insurance with companies or through sources approved by the state insurance commissioner pursuant to RCW Title 48, as now or hereafter amended. The County, its appointed and
elected officials, agents and employees, shall be specifically named as additional insureds in a
policy with the same company which insures the Contractor or by endorsement to an existing policy or with a separate carrier approved pursuant to RCW Title 48, as now or hereafter amended, and the following coverages shall be provided: COMPREHENSIVE
GENERAL LIABILITY:
Bodily injury, including death.
1, 000, 000
per occurrence
Property damage
2, 000, 000
per occurrence
1, 000, 000
per occurrence
ERRORS AND OMISSIONS
or PROFESSIONAL
LIABILITY with an Extended Reporting Period Endorsement ( two year tail). WORKERS
COMPENSATION:
AUTOMOBILE:
ATTACHMENT
D
Statutory amount
coverage on owned, non- owned, rented and hired vehicles
Bodily injury, liability, including death
1, 000, 000
per occurrence
Property damage liability
1, 000, 000 per occurrence
Page
1
ATTACHMENT
PROFESSIONAL SERVICES AGREEMENT
D
All Contractor's and Contractor's subcontractors' insurance policies and additional named insured endorsements shall provide primary insurance coverage and be non- contributory. Any
insurance, self- insured retention, deductible, risk retention or insurance pooling maintained or
participated in by the County shall be excess and not contributory to such insurance policies. All Contractor' s and Contractor' s subcontractors' liability insurance policies must be endorsed to show this primary coverage.
Upon request, the Contractor shall provide a full and complete certified copy of all requested insurance
policies to the
The County reserves the right, but not the obligation, to
County.
revise any insurance requirement, not limited to limits, coverages and endorsements, or to reject any insurance policies which fail to meet the requirements
of this Agreement.
Additionally, the County reserves the right, but not the obligation, to review and reject any proposed insurer providing coverage based upon the insurer's financial condition or licensing status in Washington. Any deductibles and/ or self-insured retentions exceeding $ 10, 000, stop loss provisions, and/ or exclusions contained in such policies must be approved by the County For any deductibles
in writing.
self- insured
or
retentions
exceeding $
10, 000 or any stop- loss
provisions, the County shall have the right to request and review the Contractor' s most recent annual financial reports and audited financial statements as a condition of approval.
Contractor hereby agrees to a waive subrogation with respect to each insurance policy under this Agreement. maintained When required by an insurer, or if a policy condition does not permit Contractor to enter into a pre- loss agreement to waive subrogation without an endorsement, then Contractor agrees to notify the insurer and obtain such endorsement. This requirement shall not apply to any policy which includes a condition expressly prohibiting
waiver of subrogation by the insured or which voids coverage should the Contractor enter into such a waiver of subrogation on a pre- loss basis. its
departments,
volunteers shall
be named
The
County,
elected
and
as additional
appointed
employees,
officials,
agents
and
insureds on Contractor's and Contractor's
subcontractors' insurance policies by way of endorsement for the full available limits of insurance maintained by the Contractor and subcontractor, and all coverage shall be primary and
A statement or notation of additional insured status on a Certificate of
non- contributory.
Insurance
shall not satisfy these
requirements. [
This endorsement shall not be required if the
Contractor is a govemmental entity and is insured through a govemmental entity risk pool authorized by the State of Washington.]
The Contractor shall, for each required insurance policy, provide a Certificate of Insurance, with
endorsements
attached,
evidencing
all
required
limits, deductibles, self-
coverages,
insured retentions and endorsements and which is conditioned upon the County receiving
thirty ( 30) days prior written notice of reduction in coverages, cancellation or nonrenewal. ATTN: Risk Each
Certificate
Manager,
and
of Insurance
Cowlitz
County
all
Administrative
insurance notices Svc., 207 4th
shall
be
provided
Ave.
N.,
Kelso,
to: WA 98626.
This
Agreement shall be void ab initio if the proof of coverage is not timely supplied. The insurance maintained under this Agreement shall not in any manner limit or qualify the liabilities
or
obligations
of
the
Contractor
under
this
Agreement.
All
insurance
policy
deductibles and self-insured retentions for policies maintained under this Agreement shall be paid by the Contractor.
Compensation and/ or payments due to the Contractor under this Agreement are expressly
the Contractor' s strict compliance with all insurance requirements. Payment Upon receipt of shall be suspended in the event of non- compliance. Contractor
conditioned to the
upon
evidence of Contractor's compliance, payments not otherwise subject to withholding or set-off
will be released to the Contractor. This Agreement shall be void ab initio if the proof of coverage is not timely supplied.
ATTACHMENT D
Page 2
PROFESSIONAL SERVICES
ATTACHMENT
AGREEMENT
D
If the Errors and Omissions or Professional Liability insurance obtained is an occurrence policy
as opposed to a claims- made policy, the Extended Reporting Period Endorsement is not required. 3.
Liquidated
Damages.
milestones of the work
For delays in timely completion of the work to be done or missed in progress, the Contractor
shall be assessed
Dollars ($
)
per day as liquidated damages and not as a penalty because the County finds it impractical to calculate
which
an
the actual cost of delays. Liquidated damages will not be assessed for any days for has been granted. No deduction or payment of liquidated extension of time
damages will, in any degree, release the Contractor from further obligations and liabilities to complete the entire project. 4.
ATTACHMENT
Other( specify)
D
Page 3
232728
BOCC
Consent
Agenda
Agenda
Meeting Date: 8/ 25/ 2026 Supplemental Agreement
AGREEMENT-
No. 3 -
Otak, Inc. - Allender Road Bridge Replacement-
Project No.
1810
Submitted By: Averie Mejia, Administrative Assistant III Submitted For: Susan Eugenis, County Engineer Department:
Roads
Administration
Information
Subject and Summary Statement Attached is Supplemental
Agreement Number 3 with Otak, Inc, for the Allender Road Bridge
Replacement Project. The purpose of the agreement is to provide additional construction phase services
for the project. The reason the agreement is necessary is because County staff is not available for the construction phase services. The $ 135, 000 increase for the additional services will be reimbursed with federal funds obligated for the project. Staff Attendance Susan
Eugenis
Department
Recommendation
It is the recommendation of the Department of Public Works that the Board move to approve Supplemental Agreement No. 3 with Otak, Inc. for the Allender Road Bridge Replacement Project and authorize the document to be executed.
Form
Task
User Anonymous
User
Andrews,
Chris
Eugenis,
Susan
Review
Action
Timestamp
Item Submission
Submit
8/ 18/ 2026 8: 13: 00 AM
Review-
Submit
8/ 18/ 2026
8: 33: 00 AM
Review-
Submit
8/ 18/ 2026
8: 55: 00 AM
Approver
Approve
8/ 19/ 2026
7: 00: 00 AM
Legal Review
Approve
8/ 19/ 2026 9: 11: 00 AM
Clerk of the Board
Approve
8/ 19/ 2026
Agenda
Preliminary PW1
Preliminary PW2
Eugenis,
Susan
Department Review
Jensen, Grayson,
Doug Kelly
Review
1: 48: 00 PM
AS- 13193
C. 26.
BOCC Agenda
Meeting Date:
12/ 05/ 2023
AGREEMENT: Supplemental Agreement No. 1For:
Submitted
Otak, Inc.- Allender Road Bridge Replacement-
Susan Eugenis. Public Works
Department:
Submitted
Project Number 1810 Carol Sides, Public Works
By:
Public Works
Information
Subject and Summary Statement
Attached is Supplemental Agreement No. 1 to the Local Agency Consultant Agreement, dated June 22, 2021, with Otak, Inc. for the Allender Road Bridge Replacement Project. The purpose of this Supplemental Agreement negotiated hourly rate. There is no change to the total contract amount.
is to extend the expiration date to December 31, 2025 and to revise the
Will Staff Attend- NAME OF STAFF or No Yes
Department Recommendation
It is the recommendation of the Department of Public Works that the Board move to approve Supplemental Agreement No. 1 with Otak, Inc. for the Allender Road Bridge
Replacement
Project
and authorize
the document
to be executed.
Fiscal Impact Expenditure Required$:
362, 069
Budget Sufficient Y- N:
Y
Amendment Required Y- N:
Source of Funds- What Dept 7:
Roads
Grant Y- N:
Attachments Supplemental Agreement No. 1
Local Agency Agreement
Form Review Inbox
Reviewed
Chris Andrews
Chris
Andrews
11/ 28/ 2023
02: 13 PM
Susan
Susan
Eugenis
11/ 28/ 2023
03: 20 PM
11/ 29/ 2023
10: 30 AM
Eugenis
Mite Moss. Public Works Form
Started
By:
Carol
Sides
Mike Moss
By
Date
Started On: 11128/ 2023 01: 46 PM
pig
al la3
AcGoo
flc& i'
q
Washington State Department of Transportation
T.
Supplemental Agreement
Organization and Address
Number
Otak, Inc.
1
805 Broadway Street, Suite 130
Original Agreement Number
Vancouver,
WA 98660
N/ A
Phone: 360 990- 4193 Project
Number
Execution
Completion Date
Date
12/ 31/ 25
1810
6/ 22/ 21
Project Title
New Maximum Amount Payable
Allender Road Bridge Replacement
Project
362, 069. 00 ( No Change)
Description of Work No change.
The Local Agency of Cowlitz County desires to supplement the agreement entered in to with Qak—Inc. and executed
on
6/ 22/ 21
and identified as Agreement No. N/ A
All provisions in the basic agreement remain in effect except as expressly modified by this supplement. The changes to the agreement
are described
as follows: I
Section 1, SCOPE OF WORK, is hereby changed to read: No change
II Section
IV, TIME FOR BEGINNING
AND COMPLETION,
is amended
to change the number of calendar days
for completion of the work to read: The term of the agreement shall be extended to 12/ 31/ 25, III Section V, PAYMENT, shall be amended as follows:
The negotiated hourly rates are revised per the attached Actual Not to Exceed ( ANTE) table.
If you concur with this supplement and agree to the changes as stated above, please sign in the Appropriate spaces below and return to this office for final action.
By:
ByCC Consultant Signature
DOT Form
140- 063
Revised
09/ 2005
D
rcov"
Ty
Approving Authority Signature
COST INFORMATION BREAKDOWN
OF BILLING RATES AND DIRECT NONLABOR Otak Actuals
DIRECT
LABOR
RATES
Not To Exceed ( ANTE)
COSTS
ign
Sr. PIC/ Sr. PM Civil
Office
111. 40
190. 92
33. 42
335. 75
PIC/ Sr. PM Civil
Office
96. 46
165. 32
28. 94
290. 72
Civil Engineer
X
Office
74. 64
127. 93
22. 39
224. 96
Civil Engineer
IX
Office
71. 96
123. 33
21. 59
216. 88
Civil
Engineer
VIIl
Office
64. 77
111. 00
19. 43
195. 20
Civil
Engineer
VII
Office
59. 74
102. 38
17. 92
180. 05
Civil
Engineer
VI
Office
55. 73
95. 52
16. 72
167. 97
Civil
Engineer
V
Office
52. 26
89. 56
15. 68
Civil
Engineer
IV
Office
47. 28
81. 03
14. 18
142. 49
Civil
Engineer
III
Office
45. 02
77. 16
13. 51
135. 69
Civil
Engineer
II
Office
39. 84
68. 27
11. 95
120. 06
Civil Engineer
I
10. 87
109. 17
14. 93
149. 98
_
157. 49
Office
36. 23
62. 08
Engineering Designer
V
Office
49. 76
85. 28
Designer
IV
Office
42. 21
72. 33
12. 66
127. 20
Engineering Designer
III
Office
37. 32
63. 96
11. 20
112. 48
Designer
II
Office
34. 83
59. 69
10. 45
104. 96
Engineering
Designer
I
Office
31. 37
53. 76
9. 41
94. 55
Engineering
Technician
VII
Office
54. 69
93. 73
16. 41
164. 82
Engineering
Technician
VI
Office
45. 20
77. 46
13. 56
136. 22
Engineering
Technician
V
Office
41. 38
70. 92
12. 41
124. 71
Engineering
Technician
IV
Office
37. 75
64. 69
11. 32
113. 76
Engineering Technician
III
Office
32. 03
54. 90
9. 61
96. 54
Engineering
Technician
II
Office
27. 41
46. 97
8. 22
82. 60
Engineering
Technician
I
Office
22. 77
39. 02
6. 83
68. 62
IPIC/ Scientist
Office
75. 37
129. 17
22. 61
227. 15
Scientist
VI
Office
67. 76
116. 13
20. 33
204. 22
Scientist
V
Office
59. 53
102. 03
17. 86
179. 42
Scientist
IV
Office
54. 12
92. 75
16. 24
163. 11
Scientist III
Office
47. 77
81. 86
14. 33
143. 95
Scientist
II
Office
43. 42
74. 42
13. 03
130. 87
Scientist
I
Office
39. 48
67. 65
11. 84
118. 97
Office
49. 12
84. 18
14. 74
148. 04
Engineering
Engineering
Environmental
Specialist
IPIC/ Sr. CM
_
$
Field
79. 49
112. 75
23. 851
216. 09
Construction
Manager
VI
Field
73. 29
103. 96
21. 99
199. 23
Construction
Manager
V
Field
62. 20
88. 24
18. 66
169. 10
Construction
Manager
IV
Field
59. 00
83. 68
17. 70
160. 38.
Construction
Manager
III
Field
49. 54
70. 27
14. 86
134. 66
Construction Manager II
Field
47. 48
67. 34
14. 24
129. 06
43. 77
62. 09
13. 13
118. 9911
Construction
Otak Actuals
Manager
Not to Exceed(
I
ANTE)
Field
1
Page 1 of 3
COST INFORMATION BREAKDOWN OF BILLING RATES AND DIRECT NONLABOR RATES Otak Actuals Not To Exceed ( ANTE) DIRECT LABOR
COSTS
31c
Field
Representative
VI
Field
59. 33
84. 15
17. 80
161. 28
Field
Representative
VI
Field
51. 75
73. 41
15. 53
140. 68
Field
Representative
V
Field
47. 48
67. 34
14. 24
129. 06
Field
Representative
IV
Field
38. 27
54. 29
11. 48
104. 05
Field
Representative
III
Field
35. 71
50. 65
10. 71
97. 07
Field
Representative
II
Field
32. 25
45. 75
9. 68
87.67
Field
Representative
I
78. 30
Field
28. 80
40. 86
8. 64
Field
46. 66
66. 18
14. 00
126. 84
39. 70
56. 32
11. 91
107. 93
Field
33. 22
47. 13
9. 97
90. 32
Office
85. 85
147. 14
25. 76
258. 75
Office
75. 76
129. 84
22. 73
228. 33
CM Documentation
Specialist III
CM Documentation
Specialist II
Field
CM Documentation
Specialist
I
Planner
Sr. PIC/ Sr. PM LA/ Master PIC/ Sr. PM LA/ Master
Planner
Landscape
Architect
VII
Office
60. 95
104. 46
18. 29
183. 69
Landscape
Architect
VI
Office
55. 89
95. 78
16. 77
168. 44
Landscape
Architect
V
Office
51. 66
88. 53
15. 50
155. 68
Landscape
Architect
IV
Office
46. 63
79. 91
13. 99
140. 52
Landscape
Architect
III
Office
43. 47
74. 50
13. 04
131. 01
Landscape
Architect
II
Office
40. 46
69. 34
12. 14
121. 93
Landscape
Architect
I
Office
32. 74
56. 10
9. 82
98. 66
Landscape
Technician
III
Office
35. 32
60. 54
10. 60
106. 46
Landscape
Technician
II
Office
29. 881
51. 21
8. 96
90. 05
Landscape
Technician
I
Office
25. 76
44. 15
7. 73
77. 64
Planner VI
Office
63. 65
109. 09
19. 10
191. 84
Planner
V
Office
59. 79
102. 47
17. 94
180. 20
Planner
IV
Office
54. 90
94. 08
16. 47
165. 45
Planner
III
Office
51. 35
88. 00
15. 40
154. 75
Planner
II
Office
45. 46
77. 90
13. 64
137. 00
Office
37. 32
63. 96
11. 20
112. 48 122. 59
Planner
I
Planner
Associate
IV
Office
40. 68
69. 71
12. 20
Planner
Associate
III
Office
35. 15
60. 24
10. 54
105. 93
Planner
Associate
II
Office
31. 52
54. 01
9. 45
94. 98
Planner
Associate
I
Office
26. 97
46. 22
8. 09
81. 29
Office
41. 79
71. 63
12. 54
125. 96
Office
37. 10
63. 59
11. 13
111. 83
Coordinator II
Office
53. 00
90. 831 $
15. 90
159. 73
Project Coordinator II
Office
49. 271
84.
431 $
14. 78
148. 48
Sr. GIS SpecialistGIS Specialist-
Project
Otak Actuals
Planner
Planner
Not to Exceed(
ANTE)
1
Page 2 of 3
COST INFORMATION BREAKDOWN OF BILLING RATES AND DIRECT NONLABOR RATES Otak Actuals Not To Exceed ( ANTE) DIRECT
LABOR
COSTS
IWk. - 0 I
Project
Coordinator I
Project
Administrative
Graphics
Office Assistant
I I
Specialist
Office Office
40.
291 34. 671
69. 05 $
12. 09
121. 43
59. 42 $
10. 40
104. 50
40. 921
70. 14 $
12. 28
123. 34
The Indirect Cost Rate ( ICR), profit, and max rate per hour listed above are the maximum rates payable under this Agreement. Rates invoiced shall be based on the direct salary of the individual employee plus ICR plus profit and shall not exceed the Max Billing Rate for each Classification listed. Max Direct Salary Rates include 3. 5% escalation. Direct Non- Salary Costs, including subconsultant
fees, will be reimbursed
at actual cost.
All travel will be invoiced per WSDOT Travel Regulations.
Otak Actuals
Not to Exceed(
ANTE)
Page 3 of 3
Washington w//
Development Division
State of Wansportation
Department
Co
POnBox
t47408ces
Olympia.
WA 98504- 7408
7345 Linderson Tumwater,
Office
Way SW
WA 98501-
6504
TTY: 1- 800- 833- 6388
www wsdot. wa. gov
August 14, 2023
Otak, Inc.
808 SW Third Avenue, Suite 800 Portland,
OR 97204
Subject:
Acceptance
FYE 2022 ICR— CPA Report
Dear Justin Monahan:
We
have accepted your firms FYE
Independent
CPA Report,"
Home Office:
2022
Indirect
Cost Rate ( ICR) based on the
prepared by D.L. Purvine, CPA, PLLC as follows: rate
includes 0. 32% Facilities Capital
includes
0. 29% Facilities Capital Cost of
171. 38% of direct labor(
Cost of Money) Field: 141. 85% of direct labor(
rate
Money)
This rate will be applicable for WSDOT Agreements and Local Agency Contracts in Washington only. This rate may be subject to additional review if considered necessary by WSDOT. Your ICR must be updated on an annual basis. Costs billed to agreements/ contracts will still be subject to audit of actual costs, based on the terms and conditions of the respective agreement/ contract. This
was
not
a
cognizant
review.
Any other entity contracting with the firm is
responsible for determining the acceptability of the ICR.
If you have any questions, feel free to contact our office at ( 360) 704- 6397 or via email consultantratcsnwsdot. wa. i!ov.
Regards;
scha zlwe ff
ve
Schatzie Harvey( Aug 14, 2023 12: H PDT) SCHATZIE HARVEY, CPA Contract Services Manager SH: 13JO
Local Agency A& E Professional Services
Negotiated Hourly Rate Consultant Agreement Agreement
Number:
Firm/ Organization Legal Name ( do not use dba' s):
Otak,_lnc_ _.
_
Address
Federal
Aid Number
700 Washington Street, Suite 300 Vancouver, WA 98660 UBI Number
Federal TIN
91 - 1324129 Execution
Date
Completion
Date
12/ 31/ 2023 1099
Form Yes
Required
Federal
Participation
A Yes
No
No
Project Title
Allender Road Bridge Replacement Project Description
of Work
Provide engineering and environmental services to complete the design and construction of the
replacement bridge on Allender Road in Cowlitz County including; technical investigations, engineering design; support of real property services; environmental permitting and construction engineering support.
Yes
i No DBE Participation
Yes
No MBE Participation
Yes
No WBE Participation
Yes
No SBE
Maximum
Amount
Payable:$
362, 069. 00
Participation
i
Index of Exhibits Exhibit A Exhibit
B
Scope of Work DBE Participation
Exhibit C
Preparation and Delivery of Electronic Engineering and Other Data
Exhibit D
Prime Consultant Cost Computations Sub- consultant Cost Computations
Exhibit
E
Exhibit F
Title VI Assurances
Exhibit
G
Certification Documents
Exhibit
I
Alleged Consultant Design Error Procedures
Exhibit J
Local
Consultant Claim Procedures
Agency AAE Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised 0210112021
Number Page 1 of 34
THIS AGREEMENT, AGREEMENT,
between the
called
hereinafter
AGREEMENT,
and entered
made
the "
as
shown
in the " Execution
Date"
box
on
page
one (
1)
of this
on
page
one (
1)
of this
Cow+dz County
AGENCY,"
hereinafter
into
and
the "
Firm /
Organization
Name"
referenced
called the " CONSULTANT."
WHEREAS, the AGENCY desires to accomplish the work referenced in " Description of Work" on page one ( 1) of this AGREEMENT
and
hereafter
required
and
therefore
commitment
called
the "
deems
SERVICES;"
it
advisable
and does not have sufficient staff to meet the
and
desirable
to
engage
the
assistance
of a
CONSULTANT to provide the necessary SERVICES; and WHEREAS, the CONSULTANT represents that they comply with the Washington State Statutes relating to professional registration, if applicable, and has signified a willingness to furnish consulting services to the AGENCY.
NOW, THEREFORE, in consideration of the terms, conditions, covenants, and performance contained herein, or
attached and incorporated and made a part hereof, the parties hereto agree as follows: I.
General Description of Work
The work under this AGREEMENT shall consist of the above- described SERVICES as herein defined, and
necessary to accomplish the completed work for this project. The CONSULTANT shall famish all services, labor, and related equipment and, if applicable, sub- consultants and subcontractors
necessary to conduct and
complete the SERVICES as designated elsewhere in this AGREEMENT.
II.
General Scope of Work
The
Scope
of Work
and
projected
level
of effort
required
for these SERVICES
is described in
Exhibit "
A"
attached hereto and by this reference made a part of this AGREEMENT. The General Scope of Work was developed utilizing performance based contracting methodologies.
III.
General
Requirements
All aspects of coordination of the work of this AGREEMENT with outside agencies, groups, or individuals shall
receive advance approval by the AGENCY. Necessary contacts and meetings with agencies, groups, and/ or individuals shall be coordinated through the AGENCY. The CONSULTANT shall attend coordination, progress,
and presentation meetings with the AGENCY and/ or such State, Federal, Community, City, or County officials,
groups or individuals as may be requested by the AGENCY. The AGENCY will provide the CONSULTANT sufficient notice prior to meetings requiring CONSULTANT participation. The minimum required hours or days' notice shall be agreed to between the AGENCY
and the CONSULTANT
and shown in Exhibit"
A."
The CONSULTANT shall prepare a monthly progress report, in a form approved by the AGENCY, which will outline in written and graphical form the various phases and the order of performance of the SERVICES in sufficient detail so that the progress of the SERVICES can easily be evaluated. The CONSULTANT, any sub- consultants, and the AGENCY shall comply with all Federal, State, and local laws, rules, codes, regulations, and all AGENCY policies and directives, applicable to the work to be performed under this AGREEMENT. This AGREEMENT shall be interpreted and construed in accordance with the laws of the State ofWashington.
Local Agency A& E Professional
Agreement Number
Services
Negotiated Hourly Rate Consultant Agreement
Revised 0210112021
Page 2 of 34
Participation
for Disadvantaged
Business Enterprises ( DBE)
or
Small Business
Enterprises (
SBE), if required,
per 49 CFR Part 26, shall be shown on the heading of this AGREEMENT. If DBE firms are utilized at the commencement of this AGREEMENT, the amounts authorized to each firm and their certification number will
be shown on Exhibit " B" attached hereto and by this reference made part of this AGREEMENT. If the Prime CONSULTANT regulation
is,
outlined
DBE
a
certified
in the AGENCY'
s"
firm
comply P IY with the Commercial
they
DBE Program
Participation P
Plan"
and perform
Useful Function ( CUF) a minimum
of 30%
of the
total amount of this AGREEMENT. It is recommended, but not required, that non- DBE Prime CONSULTANTS a minimum of 30% of the total amount of this AGREEMENT.
perform
In the absents of a mandatory DBE goal, a voluntary SBE goal amount of ten percent of the Consultant Agreement is established. The Consultant shall develop a SBE Participation Plan prior to commencing work. Although the goal is voluntary, the outreach efforts to provide SBE maximum practicable opportunities are not. The CONSULTANT, on a monthly basis, shall enter the amounts paid to all firms ( including Prime) involved with
this
AGREEMENT
into
the
wsdot. diversitycompliance.
com
Payment
program.
information
shall
identify any DBE Participation.
All Reports, PS& E materials, and other data furnished to the CONSULTANT by the AGENCY shall be returned. All
files, prepared
electronic
by the CONSULTANT,
must
meet
the
requirements
as
outlined
in
Exhibit "
C
Preparation and Delivery of Electronic Engineering and other Data." All
drawings,
designs,
documents, and other work products, including all electronic files, prepared by the CONSULTANT prior to completion or termination of this AGREEMENT are instruments of specifications,
service for these SERVICES, and are the property of the AGENCY. Reuse by the AGENCY or by others, acting through or on behalf of the AGENCY of any such instruments of service, not occurring, as a part of this SERVICE, shall be without liability or legal exposure to the CONSULTANT. Any and all notices or requests required under this AGREEMENT shall be made in writing and sent to the
other party by( i) certified mail, return receipt requested, or( ii) by email or facsimile, to the address set forth below: If to AGENCY:
If to CONSULTANT:
Name:
Christopher Andrews
Name:
Douglas
Agency:
Cowlitz
Agency:
Otak, Inc.
Address:
1600 - 13th Avenue
South
Address:
700 Washington Street, Suite 300
City:
Kelso
WA
State:
Zip:
98626
AndrewsC@co. cowlitz. wa. us
Email: Phone:
County Public Works
(
360) 577- 3030
IV.
State:
Zip:
City:
Vancouver
Email:
douglas. sarkkinen@otak. com
Phone:
Facsimile:
Sarkkinen
(
WA
98660
360) 990- 4193
Facsimile:
Time for Beginning and Completion
The CONSULTANT shall not begin any work under the terms of this AGREEMENT until authorized in writing by the AGENCY. All work under this AGREEMENT shall conform to the criteria agreed upon detailed in the
AGREEMENT documents. These SERVICES must be completed by the date shown in the heading of this AGREEMENT
titled " Completion
Date."
The established completion time shall not be extended because of any delays attributable to the CONSULTANT, but may be extended by the AGENCY in the event of a delay attributable to the AGENCY, or because of unavoidable delays caused by an act of GOD, governmental actions, or other conditions beyond the control of the CONSULTANT. A prior supplemental AGREEMENT issued by the AGENCY is required to extend the established completion time.
Local
Agency AAE Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised 0210112021
Number Page 3 of 14
V.
Payment Provisions
The CONSULTANT shall be paid by the AGENCY for completed SERVICES rendered under this AGREEMENT as provided hereinafter. Such payment shall be full compensation for SERVICES performed or SERVICES
rendered
and for all labor, materials,
supplies, equipment,
and incidentals
necessary
to complete
SERVICES. The CONSULTANT shall conform to all applicable portions of 48 CFR Part 31 ( www. ecfr. gov). A.
Hourly Rates: Hourly rates are comprised of the following elements - Direct( Raw) Labor, Indirect Cost Rate, and Fee ( Profit). The CONSULTANT shall be paid by the AGENCY for work done, based upon the negotiated hourly rates shown in Exhibits " D" and " E" attached hereto and by reference made part of this
AGREEMENT. These negotiated hourly rates will be accepted based on a review of the CONSULTANT' s direct
labor rates and indirect
cost rate computations
shall
be
final
in
memorialized
a
and agreed
upon
fee. The accepted
between
acknowledgment
written
the
negotiated
Such
parties.
final
rates
written
acknowledgment shall be incorporated into, and become a part of, this AGREEMENT. The initially accepted negotiated
shall
rates
be
applicable
from
date,
approval
the
as
memorialized
in
a
final
written
acknowledgment, to 180 days following the CONSULTANT' s fiscal year end( FYE) date. The
direct (
labor
raw)
for each
renegotiations
rates
and
classifications,
subsequent
twelve (
as
shown
on
Exhibits "
D"
and "
E"
shall
be
subject
to
12) month period ( 180 days following FYE date to 180 days
following FYE date) upon written request of the CONSULTANT or the AGENCY. The written request must
be made to the other party within ninety ( 90) days following the CONSULTANT' s FYE date. If no such written request is made, the current direct ( raw) labor rates and classifications
as shown on Exhibits " D" and
E" will remain in effect for the twelve ( 12) month period. Conversely, if a timely request is made in the manner set forth above, the parties will commence negotiations to determine
the
new
direct (
raw)
labor
rates
and
classifications
that will
be applicable for the
12
twelve (
month period. Any agreed to renegotiated rates shall be memorialized in a final written acknowledgment
between the parties. Such final written acknowledgment shall be incorporated into, and become a part of, this AGREEMENT. If requested, the CONSULTANT shall provide current payroll register and classifications to aid in negotiations. If the parties cannot reach an agreement on the direct ( raw) labor rates and classifications, the AGENCY shall perform an audit of the CONSULTANT' s books and records to determine the CONSULTANT'
s
actual
The
costs.
audit
findings
will
establish
the
direct ( raw)
labor
rates
and
classifications that will applicable for the twelve ( 12) month period. The fee as identified
in Exhibits " D" and" E" shall represent a value to be applied throughout
the life of the
AGREEMENT.
The CONSULTANT shall submit annually to the AGENCY an updated indirect cost rate within 180 days of the close of its fiscal year. An approved updated indirect cost rate shall be included in the current fiscal year rate under this AGREEMENT, even if/when other components of the hourly rate are not renegotiated. These
rates will be applicable for the twelve ( 12) month period. At the AGENCY' s option, a provisional and/or conditional indirect cost rate may be negotiated. This provisional or conditional indirect rate sharr remain in effect until the updated indirect cost rate is completed and approved. Indirect cost rate costs incurred during
the provisional or conditional period will not be adjusted. The CONSULTANT may request an extension of the last approved indirect cost rate for the twelve ( 12) month period. These requests for provisional indirect cost rate and/ or extension will be considered on a case- by-case basis, and if granted, will be memorialized in a final written
acknowledgment.
The CONSULTANT the
hourly
rates,
shall maintain and have accessible support data for verification of the components of i. e.,
direct
( raw)
labor,
indirect
cost
rate,
and
fee (
profit)
percentage.
The
CONSULTANT shall bill each employee' s actual classification, and actual salary plus indirect cost rate plus fee.
Agreement Number
Local Agency A& E Professional Services Negotiated
Hourly Rate Consultant
Agreement
Revised
0210112021
Page 4 of 14
A.
Non- Salary
Direct
Costs:
Direct Non- Salary Costs will be reimbursed at the actual cost to the CONSULTANT. These charges may include, but are not limited to, the following items: travel, printing, long distance telephone, supplies, computer charges, and fees of sub- consultants. Air or train travel will be
reimbursed only to lowest price available, unless otherwise approved by the AGENCY. The CONSULTANT
shall comply with the rules and regulations regarding travel costs ( excluding air, train, and rental car costs) in Accounting Manual M 13- 82, Chapter 10 - Travel Rules and Procedures, and all revisions thereto. Air, train, and rental card costs shall be reimbursed in accordance with 48 Code of accordance
with the WSDOT'
Federal Regulations (
s
The billing for Direct Non- salary Costs shall include an itemized listing of the charges directly identifiable with these SERVICES. The CONSULTANT shall maintain the original supporting documents in their office. Copies of the original supporting documents CFR)
Part
31. 205- 46 " Travel Costs."
shall be supplied to the STATE upon request. All above charges must be necessary for the SERVICES provided under this AGREEMENT. B.
Maximum Amount Payable: The Maximum Amount Payable by the AGENCY to the CONSULTANT under this AGREEMENT shall not exceed the amount shown in the heading of this AGREEMENT on page one
L) The Maximum Amount Payable does not include payment for extra work as stipulated in section XIII, Extra Work." C.
No minimum amount payable is guaranteed under this AGREEMENT.
Monthly Progress Payments: Progress payments may be claimed on a monthly basis for all costs authorized in A and B above. Detailed statements shall support the monthly billings for hours expended at the rates established
in Exhibit " D,"
including names and classifications of all employees, and billings for all direct
non- salary expenses. To provide a means of verifying the billed salary costs for the CONSULTANT' s employees, the AGENCY may conduct employee interviews. These interviews may consist of recording the
names, titles, salary rates, and present duties of those employees performing work on the SERVICES at the time of the interview.
D. Final Payment: Final Payment of any balance due the CONSULTANT of the gross amount earned will be made promptly upon its verification by the AGENCY after the completion of the SERVICES under this
AGREEMENT, contingent upon receipt of all PS& E, plans, maps, notes, reports, electronic data, and other related documents, which are required to be furnished under this AGREEMENT. Acceptance of such Final
by the CONSULTANT shall constitute a release of all claims for payment, which the CONSULTANT may have against the AGENCY unless such claims are specifically reserved in writing and Payment
transmitted to the AGENCY by the CONSULTANT prior to its acceptance. Said Final Payment shall not, however, be a bar to any claims that the AGENCY may have against the CONSULTANT or to any remedies the AGENCY may pursue with respect to such claims. The payment of any billing will not constitute agreement as to the appropriateness of any item and at the time
of final audit all required adjustments will be made and reflected in a final payment. In the event that such final
audit
reveals
an
overpayment
to
the
CONSULTANT,
the
CONSULTANT
will
refund
such
overpayment to the AGENCY within thirty ( 30) calendar days of notice of the overpayment. Such refund
shall not constitute a waiver by the CONSULTANT for any claims relating to the validity of a finding by the AGENCY Procedures,"
of
overpayment.
Per
WSDOT'
s "
Audit
Guide
for
Consultants,"
Chapter
23 " Resolution
the CONSULTANT has twenty ( 20) working days after receipt of the final Post Audit to begin
the appeal process to the AGENCY for audit findings E. Inspection of Cost Records: The CONSULTANT
and their sub- consultants shall keep available for
inspection by representatives of the AGENCY and the United States, for a period of six ( 6) years after receipt
of final payment, the cost records and accounts pertaining to this AGREEMENT and all items related to or bearing upon these records with the following exception: if any litigation, claim or audit arising out of, in connection with, or related to this AGREEMENT is initiated before the expiration of the six ( 6) year period, the cost records and accounts shall be retained until such litigation, claim, or audit involving the records is
completed. An interim or post audit may be performed on this AGREEMENT. The audit, if any, will be performed by the State Auditor, WSDOT' s Internal Audit Office and / or at the request of the AGENCY' s Project Manager. Local Agency A& E Professional Negotiated
Services
Hourly Rate Consultant
Agreement
Agreement Revised 0210112021
Number Page 5 of 14
VI.
Sub- Contracting
The AGENCY permits subcontracts for those items of SERVICES as shown in Exhibit " A" attached hereto and by this reference made part of this AGREEMENT.
The CONSULTANT shall not subcontract for the performance of any SERVICE under this AGREEMENT
without prior written permission of the AGENCY. No permission for subcontracting shall create, between the AGENCY and sub- consultant, any contract or any other relationship. Compensation
for this
sub- consultant
shall be based
SERVICES
on
the
cost
factors
shown
on
Exhibit "
E"
attached hereto and by this reference made part of this AGREEMENT.
The SERVICES of the sub- consultant shall not exceed its maximum amount payable identified in each sub consultant cost estimate unless a prior written approval has been issued by the AGENCY.
All reimbursable direct labor, indirect cost rate, direct non- salary costs and fee costs for the sub- consultant shall be negotiated
and
substantiated
in
accordance
with
section
V " Payment
Provisions"
herein and shall be
memorialized in a final written acknowledgment between the parties
All subcontracts shall contain all applicable provisions of this AGREEMENT, and the CONSULTANT shall require each sub- consultant or subcontractor, of any tier, to abide by the terms and conditions of this AGREEMENT. With respect to sub- consultant payment, the CONSULTANT shall comply with all applicable sections of the STATE' s Prompt Payment laws as set forth in RCW 39. 04. 250 and RCW 39. 76. 011.
The CONSULTANT, sub- recipient, or sub- consultant shall not discriminate on the basis of race, color, national
origin, or sex in the performance requirements
of this AGREEMENT.
The CONSULTANT
of 49 CFR Part 26 in the award and administration
shall carry out applicable
of DOT- assisted contracts.
Failure by the
CONSULTANT to carry out these requirements is a material breach of this AGREEMENT, which may result in the termination of this AGREEMENT or such other remedy as the recipient deems appropriate. VII.
Employment
and
Organizational
Conflict
of
Interest
The CONSULTANT warrants that they have not employed or retained any company or person, other than a
bona fide employee working solely for the CONSULTANT, to solicit or secure this contract, and that it has not paid or agreed to pay any company or person, other than a bona fide employee working solely for the CONSULTANT,
any fee, commission, percentage, brokerage fee, gift, or any other consideration, contingent
upon or resulting from the award or making of this contract. For breach or violation of this warrant, the AGENCY shall have the right to annul this AGREEMENT without liability or, in its discretion, to deduct from this AGREEMENT price or consideration or otherwise recover the full amount of such fee, commission, percentage, brokerage fee, gift, or contingent fee.
Any and all employees of the CONSULTANT or other persons while engaged in the performance of any work or services
required
of the CONSULTANT
under this AGREEMENT,
shall be considered
employees
of the
CONSULTANT only and not of the AGENCY, and any and all claims that may arise under any Workmen' s Compensation Act on behalf of said employees or other persons while so engaged, and any and all claims made
by a third party as a consequence of any act or omission on the part of the CONSULTANT' s employees or other persons while so engaged on any of the work or services provided to be rendered herein, shall be the sole obligation and responsibility of the CONSULTANT.
The CONSULTANT shall not engage, on a full- or part- time basis, or other basis, during the period of this
AGREEMENT, any professional or technical personnel who are, or have been, at any time during the period of this AGREEMENT, in the employ of the United States Department of Transportation or the AGENCY, except
regularly retired employees, without written consent of the public employer of such person if he/ she will be working on this AGREEMENT for the CONSULTANT. Agreement
Agreement Number
Local Agency AAE Professional Services Negotiated Hourly Rate Consultant
Agreement
Number:
Revised 0210112021
Page 6 of 14
Nondiscrimination
VIII.
During the performance of this AGREEMENT, the CONSULTANT, for itself, its assignees, sub- consultants, subcontractors and successors in interest, agrees to comply with the following laws and regulations: Civil Rights Restoration Act of 1987 ( Public Law
Title VI of the Civil Rights Act of 1964 42 U. S. C. Chapter
2000d through
21 Subchapter
100- 259)
V §
American with Disabilities Act of 1990 ( 42
2000d- 4a)
U. S. C. Chapter
Federal- aid Highway Act of 1973 ( 23 U. S. C. Chapter 3 §
29 U. S. C. Chapter
12101 et. seq.)
23 CFR Part 200
324)
Act of 1973
Rehabilitation
126 §
49 CFR Part 21
16 Subchapter
49 CFR Part 26
V §
794)
RCW 49. 60. 180
Age Discrimination Act of 1975 ( 42 U. S. C. Chapter 76 §
6101 et. seq.)
In relation to Title VI of the Civil Rights Act of 1964, the CONSULTANT is bound by the provisions of Exhibit I"'
attached hereto and by this reference made part of this AGREEMENT, and shall include the attached
Exhibit "
I"'
in every sub- contract, including procurement of materials and leases of equipment, unless exempt
by the Regulations or directives issued pursuant thereto. IX.
Termination of Agreement
The right is reserved by the AGENCY to terminate this AGREEMENT at any time with or without cause upon ten ( 10) days written notice to the CONSULTANT.
In the event this AGREEMENT is terminated by the AGENCY, other than for default on the part of the CONSULTANT,
a final payment shall be made to the CONSULTANT
for actual hours charged at the time of
termination of this AGREEMENT, plus any direct non- salary costs incurred up to the time of termination of this AGREEMENT. No
payment
shall
be
made
for
any
SERVICES
completed
after
ten ( 10)
days following receipt by the
CONSULTANT of the notice to terminate. If the accumulated payment made to the CONSULTANT prior to Notice of Termination exceeds the total amount that would be due when computed as set forth in paragraph two 2) of this section, then no final payment shall be due and the CONSULTANT shall immediately reimburse the AGENCY for any excess paid.
If the services of the CONSULTANT are terminated by the AGENCY for default on the part of the CONSULTANT, the above formula for payment shall not apply.
In the event of a termination for default, the amount to be paid to the CONSULTANT shalt be determined by the AGENCY with consideration given to the actual costs incurred by the CONSULTANT in performing SERVICES to the date of termination, the amount of SERVICES originally required which was satisfactorily completed to date of termination, whether that SERVICE is in a form or a type which is usable to the AGENCY
at the time of termination, the cost to the AGENCY of employing another firm to complete the SERVICES required and the time which may be required to do so, and other factors which affect the value to the AGENCY of the SERVICES performed at the time of termination. Under no circumstances shall payment made under this
subsection exceed the amount, which would have been made using the formula set forth in paragraph two ( 2) of this section.
If it is determined for any reason, that the CONSULTANT was not in default or that the CONSULTANT' s failure to perform is without the CONSULTANT' s or its employee' s fault or negligence, the termination shall be deemed to be a termination for the convenience of the AGENCY. In such an event, the CONSULTANT would be reimbursed for actual costs in accordance with the termination for other than default clauses listed previously. Local Agency AAA Professional Negotiated
Agreement
Services
Hourly Rate Consultant
Agreement
Revised 0210112021
Number Page 7 of 14
The CONSULTANT shall, within 15 days, notify the AGENCY in writing, in the event of the death of any
member, partner, or officer of the CONSULTANT or the death or change of any of the CONSULTANT' s supervisory and/ or other key personnel assigned to the project or disaffiliation of any principally involved CONSULTANT employee. shall
The CONSULTANT
also
the
notify
AGENCY,
in writing,
in the event
of the
sale
or
of 50%
transfer
or
more of the beneficial ownership of the CONSULTANT within 15 days of such sale or transfer occurring. The CONSULTANT AGREEMENT
shall
continue
to be
obligated
to
complete
the
SERVICES
unless the AGENCY chooses to terminate this AGREEMENT
under
the
terms
of this
for convenience or chooses to
renegotiate any term( s) of this AGREEMENT. If termination for convenience occurs, final payment will be made to the CONSULTANT as set forth in the second and third paragraphs of this section.
Payment for any part of the SERVICES by the AGENCY shall not constitute a waiver by the AGENCY of any remedies of any type it may have against the CONSULTANT for any breach of this AGREEMENT by the CONSULTANT, or for failure of the CONSULTANT to perform SERVICES required of it by the AGENCY. Forbearance of any rights under the AGREEMENT will not constitute waiver of entitlement to exercise those rights with respect to any future act or omission by the CONSULTANT. X.
Changes
of Work
The CONSULTANT
shall make such changes and revisions in the completed work of this AGREEMENT
as
necessary to correct errors appearing therein, without additional compensation thereof. Should the AGENCY find it desirable for its own purposes to have previously satisfactorily completed SERVICES or parts thereof changed or revised, the CONSULTANT shall make such revisions as directed by the AGENCY. This work shall be considered as Extra Work and will be paid for as herein provided under section X111 " Extra Work." XI.
Disputes
Any disputed issue not resolved pursuant to the terms of this AGREEMENT shall be submitted in writing within 10 days to the Director of Public Works or AGENCY Engineer, whose decision in the matter shall be final and
binding on the parties of this AGREEMENT; provided however, that if an action is brought challenging the Director of Public Works or AGENCY Engineer' s decision, that decision shall be subject to judicial review. if
the parties to this AGREEMENT mutually agree, disputes concerning alleged design errors will be conducted under
the
procedures
found in Exhibit " J".
In the event that either party deem it necessary to institute legal
action or proceeding to enforce any right or obligation under this AGREEMENT, this action shall be initiated in the Superior Court of the State of Washington, situated in the county in which the AGENCY is located. The parties hereto agree that all questions shall be resolved by application of Washington law and that the parties have the right of appeal from such decisions of the Superior Court in accordance with the laws of the State of
Washington. The CONSULTANT hereby consents to the personal jurisdiction of the Superior Court of the State of Washington, situated in the county in which the AGENCY is located. Xli.
Legal Relations
The CONSULTANT, any sub- consultants, and the AGENCY shall comply with all Federal, State, and local laws, rules, codes, regulations and all AGENCY policies and directives, applicable to the work to be performed under this AGREEMENT. This AGREEMENT shall be interpreted and construed in accordance with the laws of the State of Washington.
The CONSULTANT shall defend, indemnify, and hold the State of Washington ( STATE) and the AGENCY and their officers and employees harmless from all claims, demands, or suits at law or equity arising in whole or in
part
from
the
negligence
of,
or
the
breach
of
any
obligation
under
this
AGREEMENT
by,
the
CONSULTANT or the CONSULTANT' s agents, employees, sub consultants, subcontractors or vendors, of any
tier, or any other persons for whom the CONSULTANT may be legally liable; provided that nothing herein shall require a CONSULTANT Agreement
Local Agency A& E Professional Services Negotiated Hourly Rate Consultant Agreement
Revised 0210112021
Number Page 8 of 14
to defend or indemnify the STATE and the AGENCY and their officers and employees against and hold harmless the STATE, and the AGENCY and their officers and employees from claims, demands or suits based
solely upon the negligence of, or breach of any obligation under this AGREEMENT by the STATE and the AGENCY, their agents, officers, employees, sub- consultants, subcontractors or vendors, of any tie , or any other
persons for whom the STATE and / or the AGENCY may be legally liable; and provided further that if the claims or the by or result from the concurrent negligence of ( a) the CONSULTANT CONSULTANT' s agents, employees, sub- consultants, subcontractors or vendors, of any tier, or any other or
suits
are
caused
persons for whom the CONSULTANT is legally liable, and ( b) the STATE and/or AGENCY, their agents, officers, employees, sub- consultants, subcontractors and or vendors, of any tier, or any other persons for whom the STATE and/ or AGENCY may be legally liable, the defense and indemnity obligation shall be valid and enforceable only to the extent of the CONSULTANT' s negligence or the negligence of the CONSULTANT' s
agents, employees, sub- consultants, subcontractors or vendors, of any tier, or any other persons for whom the
CONSULTANT may be legally liable. This provision shall be included in any AGREEMENT between CONSULTANT and any sub- consultant, subcontractor and vendor, of any tier. The CONSULTANT shall also defend, indemnify, and hold the STATE and the AGENCY and their officers and employees harmless from all claims, demands, or suits at law or equity arising in whole or in part from the alleged patent or copyright infringement or other allegedly improper appropriation or use of trade secrets, patents, proprietary information, know- how, copyright rights or inventions by the CONSULTANT or the CONSULTANT' s agents, employees, sub- consultants, subcontractors or vendors, of any tier, or any other for
in performance of the Work under this AGREEMENT or arising out of any use in connection with the AGREEMENT of methods, processes, designs,
persons
the
whom
CONSULTANT
may
be
legally
liable,
information or other items furnished or communicated to STATE and/ or the AGENCY, their agents, officers and
employees pursuant to the AGREEMENT; provided that this indemnity shall not apply to any alleged patent or copyright infringement or other allegedly improper appropriation or use of trade secrets, patents, proprietary information, know- how, copyright rights or inventions resulting from STATE and/ or AGENCY' S, their agents', officers and employees' failure to comply with specific written instructions regarding use provided to STATE and/ or AGENCY, their agents, officers and employees by the CONSULTANT, its agents, employees, sub-
consultants, subcontractors or vendors, of any tier, or any other persons for whom the CONSULTANT may be legally liable. The CONSULTANT'
s relation to the AGENCY shall be at all times as an independent contractor.
Notwithstanding any determination by the Executive Ethics Board or other tribunal, the AGENCY may, in its sole discretion, by written notice to the CONSULTANT terminate this AGREEMENT if it is found after due notice and examination by the AGENCY that there is a violation of the Ethics in Public Service Act, Chapter
42. 52 RCW; or any similar statute involving the CONSULTANT in the procurement of, or performance under, this AGREEMENT.
The CONSULTANT specifically assumes potential liability for actions brought by the CONSULTANT' s own employees or its agents against the and, solely for the purpose of this STATE and/ or the AGENCY
indemnification and defense, the CONSULTANT specifically waives any immunity under the state industrial insurance law, Title 51 RCW. The Parties have mutually negotiated this waiver. Unless otherwise
specified
in this AGREEMENT,
the AGENCY
shall be responsible
for administration
of
construction contracts, if any, on the project. Subject to the processing of a new sole source, or an acceptable supplemental AGREEMENT, the CONSULTANT shall provide On- Call assistance to the AGENCY during
contract administration. By providing such assistance, the CONSULTANT shall assume no responsibility for proper construction techniques, job site safety, or any construction contractor' s failure to perform its work in accordance with the contract documents.
The CONSULTANT shall obtain and keep in force during the terms of this AGREEMENT, or as otherwise required, the following insurance with companies or through sources approved by the State Insurance Commissioner pursuant to Title 48 RCW. Local Agency AAE Professional Negotiated
Services
Hourly Rate Consultant
Agreement
Agreement Revised 0210112021
Number Page 9 of 14
Insurance
Coverage
A. Worker' s compensation and employer' s liability insurance as required by the STATE. B.
Commercial general liability insurance written under ISO Form CG 00 01 12 04 or its equivalent with limits of one million dollars ($
minimum
1, 000, 000. 00) per occurrence and two million dollars
2, 000,000.00) in the aggregate for each policy period. C.
Business auto liability insurance written under ISO Form CG 00 01 10 01 or equivalent providing coverage for any" Auto" ( Symbol single
1)
used in an amount
1, 000, 000. 00) combined
not less than a one million dollar($
limit for each occurrence.
Excepting the Worker' s Compensation Insurance and any Professional Liability Insurance, the STATE and AGENCY, their officers, employees, and agents will be named on all policies of CONSULTANT and any suband/ or
consultant
subcontractor
as
an
additional
insured (
Als"),
the "
with
no restrictions
or limitations
concerning products and completed operations coverage. This coverage shall be primary coverage and noncontributory and any coverage maintained by the AIs shall be excess over, and shall not contribute with, the additional
insured
coverage
required
hereunder.
The
CONSULTANT'
s
and
the
sub- consultant' s and/ or
subcontractor' s insurer shall waive any and all rights of subrogation against the AIs. The CONSULTANT shall furnish the AGENCY with verification of insurance and endorsements required by this AGREEMENT. The AGENCY reserves the right to require complete, certified copies of all required insurance policies at any time. All insurance Washington.
shall be obtained
from an insurance
The CONSULTANT
company
shall submit a verification
authorized
to do business in the State of
of insurance as outlined above within fourteen ( 14)
days of the execution of this AGREEMENT to: Christopher
Name:
Andrews
Agency:
Cowlitz County Public Works
Address:
1600 -
City:
Kelso
South
State: WA
Zip: 98626
AndrewsC@co. cowlitz. wa. us
Email: Phone:
13th Avenue
(
360) 577- 3030
Facsimile: No
cancellation
of the
foregoing policies
shall
be
effective
without
thirty ( 30)
days prior notice to the
AGENCY.
The CONSULTANT' s professional liability to the AGENCY, including that which may arise in reference to section IX " Termination of Agreement" of this AGREEMENT, shall be limited to the accumulative amount of the
authorized
AGREEMENT
or
one
million
dollars ($ 1, 000, 000. 00),
whichever is greater, unless the limit of
liability is increased by the AGENCY pursuant to Exhibit H. In no case shall the CONSULTANT' s professional
liability to third parties be limited in any way. The parties enter into this AGREEMENT for the sole benefit of the parties, and to the exclusion of any third part, and no third party beneficiary is intended or created by the execution of this AGREEMENT. The AGENCY will pay no progress payments under section V " Payment Provisions" until the CONSULTANT
has fully complied with this section. This remedy is not exclusive; and the AGENCY may take such other action as is available to it under other provisions of this AGREEMENT, or otherwise in law.
Agreement Number
Local Agency A& E Professional Services Negotiated Hourly Rate Consultant Agreement
Revised 0210112021
Page
10 of 14
XIII.
Extra Work
A.
The
AGENCY
B.
If any such change causes an increase or decrease in the estimated cost of, or the time required for, performance of any part of the SERVICES under this AGREEMENT, whether or not changed by the order,
by written order, make changes within the general scope of this AGREEMENT in the SERVICES to be performed. at
may
any
time,
or otherwise affects any other terms and conditions of this AGREEMENT, the AGENCY shall make an in the: ( 1) maximum amount payable; ( 2) delivery or completion schedule, or both; and equitable adjustment 3) other affected terms and shall modify this AGREEMENT accordingly. C.
The CONSULTANT must submit any " request
for
equitable
hereafter referred to as " CLAIM,"
adjustment,"
under this clause within thirty ( 30) days from the date of receipt of the written order. However, if the AGENCY decides that the facts justify it, the AGENCY may receive and act upon a CLAIM submitted before final payment of this AGREEMENT. D.
Failure
to
to
agree
any adjustment
shall
be
dispute
a
the
under
XI " Disputes"
section
clause.
However,
nothing in this clause shall excuse the CONSULTANT from proceeding with the AGREEMENT as changed. E.
Notwithstanding
the terms
and
conditions
of paragraphs (
A.)
and ( B.) above, the maximum
amount payable
for this AGREEMENT, shall not be increased or considered to be increased except by specific written supplement
XIV.
to this AGREEMENT.
Endorsement of Plans
If applicable, the CONSULTANT shall place their endorsement on all plans, estimates, or any other engineering data furnished by them. XV.
Federal
Review
The Federal Highway Administration shall have the right to participate in the review or examination of the SERVICES in progress. XVI.
Certification of the Consultant and the Agency Exhibit " G- I( a and b)"
Attached
hereto
Exhibit "
G- 2"
Covered
Transactions,
Lobbying and
as
Certification
Exhibit "
AGREEMENT'
s
AGREEMENT'
s
CONSULTANT, listed
in
section
are the Certifications
Regarding Debarment,
Exhibit " G- 4"
hundred
over
five hundred
Other
Responsibility
Matters -
Primary
is required only in thousand dol ars ($ 100, 000. 00) and is required only in thousand dollars ($ 500, 000. 00.) These Exhibits must be executed by the
Certificate
one
and
and the AGENCY,
Certification Regarding the Restrictions of the Use of Federal Funds for
G- 3"
over
Suspension
of the CONSULTANT
of Current
and submitted
with the master
III " General
Requirements"
Cost
or
Pricing Data.
Exhibit "
G- 3"
Exhibit " G4"
AGREEMENT,
and returned
to the AGENCY
at the address
prior to its performance of any SERVICES under this
AGREEMENT.
XVIL
Complete Agreement
This document and referenced attachments contain all covenants, stipulations, and provisions agreed upon by
the parties. No agent, or representative of either party has authority to make, and the parties shall not be bound by or be liable for, any statement, representation, promise or agreement not set forth herein. No changes, amendments, or modifications of the terms hereof shall be valid unless reduced to writing and signed by the parties as a supplement to this AGREEMENT. XVIII.
Execution and Acceptance
This AGREEMENT may be simultaneously executed in several counterparts, each of which shall be deemed to be an original having identical legal effect. The CONSULTANT does hereby ratify and adopt all statements, representations, warranties, covenants, and AGREEMENT' s contained in the proposal, and the supporting
material submitted by the CONSULTANT, and does hereby accept this AGREEMENT and agrees to all of the terms and conditions thereof. Local Agency A& E Professional Negotiated
Services
Hourly Rate Consultant
Agreement
Agreement Number Revised 0210117021
_
Page 11 of 14
Protection of Confidential Information
XIX.
The CONSULTANT acknowledges that some of the material and information that may come into its possession
or knowledge in connection with this AGREEMENT or its performance may consist of information that is exempt from disclosure to the public or other unauthorized persons under either chapter 42. 56 RCW or other local,
or
state,
federal
State'
statutes ("
s
Confidential
Information").
The " State' s Confidential
Information"
includes, but is not limited to, names, addresses, Social Security numbers, e- mail addresses, telephone numbers,
financial profiles credit card information, driver' s license numbers, medical data, law enforcement records ( or any
other
information
identifiable
to an
individual), STATE and AGENCY source code or object code, STATE
and AGENCY security data, non- public Specifications, STATE and AGENCY non- publicly available data, proprietary software, STATE and AGENCY security data, or information which may jeopardize any part of the project that relates to any of these types of information. The CONSULTANT
agrees to hold the State' s
Confidential Information in strictest confidence and not to make use of the State' s Confidential Information for
any purpose other than the performance of this AGREEMENT, to release it only to authorized employees, subconsultants or subcontractors requiring such information for the purposes of carrying out this AGREEMENT, and not to release, divulge, publish, transfer, sell, disclose, or otherwise make it known to any other party without the AGENCY' s express written consent or as provided by law. The CONSULTANT agrees to release such
information
or
material
to
only
employees,
sub- consultants or subcontractors who have signed a
nondisclosure AGREEMENT, the terms of which have been previously approved by the AGENCY. The
CONSULTANT agrees to implement physical, electronic, and managerial safeguards to prevent unauthorized access to the State' s Confidential Information.
Immediately AGENCY'
upon
s
expiration
option: (
i)
or
termination
of
this
AGREEMENT,
the
CONSULTANT
shall,
at
the
certify to the AGENCY that the CONSULTANT has destroyed all of the State' s
Confidential Information; or ( ii) returned all of the State' s Confidential Information to the AGENCY; or ( iii)
take whatever other steps the AGENCY requires of the CONSULTANT to protect the State' s Confidential Information.
As required under Executive Order 00- 03, the CONSULTANT shall maintain a log documenting the following:
the State' s Confidential Information received in the performance of this AGREEMENT; the purpose( s) for which the State' s Confidential Confidential
Information;
Information was received; who received, maintained, and used the State' s
and
the
final
disposition
of
the
State'
s
Confidential
Information.
The
CONSULTANT' s records shall be subject to inspection, review, or audit upon reasonable notice from the AGENCY.
The AGENCY reserves the right to monitor, audit, or investigate the use of the State' s Confidential Information
collected, used, or acquired by the CONSULTANT through this AGREEMENT. The monitoring, auditing, or investigating may include, but is not limited to, salting databases.
Violation of this section by the CONSULTANT or its sub- consultants or subcontractors may result in termination
of this AGREEMENT
and demand for return of all State' s Confidential
Information, monetary
damages, or penalties
It is understood and acknowledged that the CONSULTANT may provide the AGENCY with information, which is proprietary and/ or confidential during the term of this AGREEMENT. The parties agree to maintain the
confidentiality of such information during the term of this AGREEMENT and afterwards. All materials containing such proprietary and/ or confidential information shall be clearly identified and marked as Confidential"
and shall be returned to the disclosing party at the conclusion of the SERVICES under this
AGREEMENT.
Agreement
Local Agency AAE Professional Services Negotiated
Hourly Rate Consultant
Agreement
Revised
0210112021
Number Page 12 of 14
The CONSULTANT confidential soon
as
shall provide the AGENCY with a list of all information and materials it considers a) at the commencement of the term of this AGREEMENT, or ( b) as
and/ or proprietary in nature: (
such confidential
not meant
to
or
Proprietary and/ or confidential information" is at the time of its disclosure: ( i) is already known to the other party;
material
proprietary
include any information
which,
is developed. "
ii) is rightfully disclosed to one of the parties by a third party that is not acting as an agent or representative for other party; ( iii) is independently developed by or for the other party; ( iv) is publicly known; or ( v) is generally utilized by unaffiliated third parties engaged in the same business or businesses as the the
CONSULTANT.
The parties also acknowledge that the AGENCY is subject to Washington State and federal public disclosure laws. As such, the AGENCY shall maintain the confidentiality of all such information marked proprietary and or confidential or otherwise exempt, unless such disclosure is required under applicable state or federal law. if a
public disclosure request is made to view materials identified as " Proprietary and/ or confidential information" or
otherwise exempt information, the AGENCY will notify the CONSULTANT of the request and of the date that such records will be released to the requester unless the CONSULTANT
obtains a court order from a court of
competent jurisdiction enjoining that disclosure. If the CONSULTANT fails to obtain the court order enjoining disclosure, the AGENCY will release the requested information on the date specified.
The CONSULTANT agrees to notify the sub- consultant of any AGENCY communication regarding disclosure that
may
include
a
sub- consultant'
s
proprietary
and/ or
information.
confidential
The
CONSULTANT
notification to the sub- consultant will include the date that such records will be released by the AGENCY to the requester and state that unless the sub- consultant obtains a court order from a court of competent jurisdiction enjoining that disclosure the AGENCY will release the requested information. If the CONSULTANT and/ or
sub-consultant fail to obtain a court order or other judicial relief enjoining the AGENCY by the release date, the CONSULTANT shall waive and release and shall hold harmless and indemnify the AGENCY from all claims of actual
or
XX.
damages,
alleged
consultants'
liabilities,
or costs associated
with the AGENCY' s said disclosure
of sub-
information.
Records Maintenance
During the progress of the Work and SERVICES provided hereunder and for a period of not less than six ( 6) years from the date of final payment to the CONSULTANT, the CONSULTANT shall keep, retain, and maintain all " documents" pertaining to the SERVICES provided pursuant to this AGREEMENT. Copies of all documents" pertaining to the SERVICES provided hereunder shall be made available for review at the CONSULTANT'
s
of
place
business
during
normal
working hours.
If
any
litigation,
or audit
claim,
is
commenced, the CONSULTANT shall cooperate with AGENCY and assist in the production of all such documents. " Documents"
shall be retained until all litigation, claims or audit findings have been resolved even
though such litigation, claim, or audit continues past the six ( 6) year retention period. For purposes
including
of this AGREEMENT, "
electronically
documents" means every writing or record of every type and description,
stored information ("
CONSULTANT,
ESI"),
that
is
in
the
possession,
control,
or custody of the
AGREEMENTS, including, any appraisals, plans, designs, data, surveys, maps, spreadsheets, memoranda, stenographic or handwritten notes, reports, records, telegrams, schedules, diaries, notebooks, logbooks, invoices, accounting records, work sheets, without
limitation,
and
all
correspondences,
contracts,
charts, notes, drafts, scribblings, recordings, visual displays, photographs, minutes of meetings, tabulations, computations,
inventories,
summaries,
and
writings
regarding
conferences,
conversations
or
telephone
conversations, and any and all other taped, recorded, written, printed or typed matters of any kind or description;
every copy of the foregoing whether or not the original is in the possession, custody, or control of the CONSULTANT, and every copy of any of the foregoing, whether or not such copy is a copy identical to an
original, or whether or not such copy contains any commentary or notation whatsoever that does not appear on the original.
Local Agency A& E Professional Negotiated Hourly
Services
Rate Consultant
Agreement
Agreement Revised 0210112021
Number Page 13 of 14
For purposes
kind,
including " Native directly
either
ESI" means any and all computer data or electronic recorded media of any that are stored in any medium from which it can be retrieved and examined, form. into a reasonably useable translation ESI may include information and/ or
of this AGREEMENT, "
or
after
Files",
documentation stored in various software programs such as Email, Outlook, Word, Excel, Access, Publisher, PowerPoint, Adobe Acrobat, SQL databases, or any other software or electronic communication programs or
databases that the CONSULTANT may use in the performance of its operations. ESI may be located on network servers, backup tapes, smart phones, thumb drives, CDs, DVDs, floppy disks, work computers, cell phones, laptops, or any other electronic device that CONSULTANT uses in the performance of its Work or SERVICES hereunder, including any personal devices used by the CONSULTANT or any sub- consultant at home. files" are a subset of ESI and refer to the electronic
Native
format of the application
in which such ESI is
normally created, viewed, and/ or modified
The CONSULTANT shall include this section XX " Records Maintenance" in every subcontract it enters into in relation to this AGREEMENT and bind the sub- consultant to its terms, unless expressly agreed to otherwise in writing by the AGENCY prior to the execution of such subcontract.
In witness whereof, the parties hereto have executed this AGREEMENT as of the day and year shown in the Execution Date" box on page one ( 1) of this AGREEMENT. OTAK,
BOARD OF COUNTY COMMISSIONERS
Inc
OF COWLITZ COUNTY, WASHINGTON
By: Signature
Joe Gardner, Chairman
Consultant
ennis P. Weber, Commis
Dale
Arne Mortensen,
Dated
inner
Commissioner
day of
this
ka
,
2D
ATTEST:
Clerk
he ~
APPROVED
rd
AS TO FORM
Deputy Prosecuting Attorney
Any modification, change, or reformation of this AGREEMENT shall require approval as to form by the Office of the Attorney General.
Agreement Number
Local Agency A& E Professional Services Negotiated
Hourly Rate Consultant
Agreement
Revised 0210112021
Page 14 of 14
Exhibit A
Scope of Work Project No.
Local Agency ARE Professional Negotiated
Services
Hourly Rote Consultant Agreement
Agreement Revised
0210112021
Number
Otak Exhibit A- 1
Design Services for the Allender Road Bridge Replacement Scope of Work Otak Project No. 19982
Cowlitz County April 20, 2021
Introduction This scope is for the design of the Allender Road Bridge Replacement Project and includes technical
investigations;
engineering design, environmental
permitting; and support for easement acquisition.
The existing 40- foot long bridge has restricted load ratings and has received BRAC funding for replacement. It is located on a rural dead- end road in Cowlitz County so the road cannot be closed during construction. The bridge crosses Stillwater Creek at a slight skew, and there are signs that Stillwater Creek has exhibited
lateral migration
at various locations during the past. The new structure will need to be designed with scour protection and the stream reconstruction
will need to take into consideration
stream geomorphology.
Roadway and stormwater design will follow Cowlitz County standards. The new bridge will be 28 feet wide which will require widening of the road approaches.
The project schedule is assumed to be that construction is planned for 2023 with an advertisement date of November
2022.
Reference to the ' Consultant' refers to Otak Inc. or any of their subconsultants. Reference to the ' County' includes any of Cowlitz County staff.
The following subconsultants are part of the analysis, design, permitting, and construction plan production work: RhinoOne Geotechnical: Archaeological
Geotechnical
Investigations
Northwest,
Engineering ( DBE) Inc.:
Cultural
Resources
The following work is not inducted in this scope and will be led by the County. All survey work including topographic and boundary
Easement and property acquisition Public
involvement
and Outreach
Contact and coordination with Utility purveyors Manage construction of the project and provide inspection Preparation of boilerplate specifications and assembly of the bid documents
Scope of Work Index 1. 0
Project
Management
Allender
2. 0
3. 0
4. 0
5. 0
6. 0
7. 0
8. 0
9_0
10. 0
11. 0
Road Bridge Replacement Project
Page
1. 1
Coordination and Reporting
1. 2
Meetings
Roadway Design 2. 1
30% Design
2. 2
60%
2. 3
90% and Final
Design Design
Stormwater 3. 1
Stormwater
Data
3. 2
Stormwater
Report
3. 3
60%
Stormwater
3. 4
90%
and Final Stormwater
3. 5
Stormwater Pollution Plan
Collection,
Analysis
and 30%
Design
Design Design
Hydraulic and Stream Restoration 4. 1
Site Investigation and Channel Stability Assessment
4. 2
Hydrologic Analysis
4. 3
Hydraulic Analysis
4. 4
Scour Analysis
4. 5
Design of Stream Channel and Scour Countermeasures
4. 6
Temporary Water Management
4. 7
Hydraulics
4. 8
30%
Stream Design
4. 9
60%
Stream
4. 10
90% and Final Stream
Report
Design
Design
Geotechnical 5. 1
Research and Reconnaissance
5. 2
Subsurface Explorations
5. 3
Laboratory Testing and Engineering Analysis
5. 4
Report and Design Consultation
Bridge
Design
6. 1
30%
Design
6. 2
60%
Design
6. 3
90%
and Final Design
and TS& L report
Landscape Architecture and Planting 7. 1
60%
7. 2
90% and Final Design
Design
Specifications 8. 1
90%
82
99% and Final Specifications
Specifications
Fcfimata
9. 1
60%
Estimate
9. 2
90%
and Final Estimate
10. 1
30%
Design Review
10. 2
60%
PS& E Review
10. 3
90% and Final PS& E Review
QA/ QC
Environmental 11. 1 11. 2
Environmental Data Collection and Critical Areas Report NEPA Compliance ( Documented Categorical Exclusion)
11. 3
ESA Compliance ( 4d Programmatic Documentation)
11. 4
JARPA Form and Drawings
11. 5
Shoreline and Critical Areas Permit Application
2
Allender
12. 0
Road Bridge
Replacement Project
11. 6
Agency Meetings, Permit Facilitation and County Coordination
11. 7
SEPA
11. 8
Mitigation Bank Use Plan
Cultural
and
Compliance
Historical
Analysis
Page 3
Allender
Road Bridge Replacement
Project
Page 4
Scope of Work 1.
Project Management
These tasks will be performed by the consultant team and will include
1. 1. Coordination and Reporting The Project Team will plan, manage, and execute the tasks described herein in accordance with the schedule,
budget, and quality expectations that are established. This project management task includes the following work activities:
Develop Project Work Plan that includes a summary of project team contacts, budgets, schedule milestones, and deliverables.
Management, coordination, and direction to the project team including workload balancing, budget monitoring, and schedule adherence.
Monthly progress reports to be submitted with invoices. Monthly progress reports will reflect each task' s percent complete, each task' s budget remaining, activities completed in the previous billing period, activities anticipated for the coming weeks, and input required from the County. In addition to monthly progress reports, the Consultant will provide brief updates through a telephone conversation with the
County monthly or bimonthly depending on need and extent of project activity. IN
Preparation of monthly invoices.
Deliverables Project Work Plan
Monthly status reports and invoices 1. 2. Meetings
This task includes design and project coordination meetings with the County. Meeting decisions will be documented, and action items will be assigned to ensure timely resolution. The following list of meetings represent the total needed for the project. Assumptions
Initial kick- off meeting with Cowlitz County On- site meeting with Regulatory Agencies 10 project team/ progress meetings through the end of the PSBE phase ir
Design
review meetings
at 30%,
60%, and 90% plan submittals( 3 meetings)
Deliverables
Prepare meeting agenda
Meeting notes from each meeting 2.
Roadway Design
The Roadway and Traffic Design includes all work necessary to determine geometric parameters for a final layout and produce supporting documentation in accordance with WSDOT guidelines and County Road Standards. The work will be
determining roadway horizontal and vertical
alignments
that minimize impacts
to adjacent properties
Allender
Road Bridge
Replacement
Page
Project
5
while maximizing safety, capacity, and mobility, guardrail, and traffic requirements. The work also includes supporting the necessary documentation
for the environmental
permitting process.
This task involves creating the staging and traffic control plans for the project. The Traffic Control plans will consider work zone areas, traffic areas, and will also consider grades and access during construction. 2. 1. 30%
Roadway Design
Coordination and review of the horizontal and vertical alignments will occur in conjunction with the bridge, stream,
stormwater, and utility parameters. Included in this task will be a cost comparison regarding cut and fill slopes versus retaining walls to reduce environmental impacts. After studying several roadway alignment alternatives in conjunction with the bridge layout, a selected Roadway plan and profile will be developed under this task. Deliverables
Roadway Plan and Profile drawing to be included with the TS& L report. 2. 2. 60%
Roadway Design
This task advances the roadway bridge,
coordination,
stream,
design
utility,
to a 60%
level. It will incorporate updates from property owner
and stormwater updates.
The 60%
plans will be used as the basis for
easement and property acquisition work. The Consultant will prepare: Typical Sections- 1 sheet Site Preparation
Sheets-
1 sheet
Grading and Erosion Control Sheets- 1 sheet Plan and Profile Sheets- 1 sheets
Assumptions Comments
design review will be incorporated
from the 30%
into the 60%
Design
Deliverables Half- sized(
2. 3. 90%
11"
x
17") paper set and electronic pdf format of the 60%
Plans
and Final Roadway Design
This task advances the roadway structural,
design
landscape,
to both 90%
and Final. It will incorporate updates from property owner
utility, and stormwater updates. The 90%
plans can be completed prior to Right- of- way acquisitions are complete and Final plans will be completed after all Right- of- Way acquisitions are complete. The Consultant will prepare: coordination,
Typical
Sections-
1 sheet
Site Preparation Sheets- 1 sheet
Grading and Erosion Control Sheets- 1 sheet Grading and Erosion Control Details— 2 sheets Plan and Profile
Sheets-
1 sheets
Roadway Detail( including guardrails) Sheets- 2 sheets Traffic
Control
and Detail
Sheets—
2 sheets
Assumptions All
review
comments
from both Consultant
and
County
review will
be
picked up and incorporated
Road Bridge Replacement
Allender
Project
Page 6
Deliverables Half- sized ( 11"
x
17") paper
set and electronic
mylars for the Final Construction
pdf format
of the 90%
Plans and Full- size and signed
Plans.
3. Stormwater This task involves stormwater design for the new roadway improvements. The stormwater design will follow the requirements
of the design standards:
Cowlitz County Code Chapter 16. 20- Stormwater Management in Rural Areas Washington State Department of Transportation(
WSDOT) Hydraulics Manual
WSDOT Highway Runoff Manual ( HRM) It is assumed that full dispersion will be the selected stormwater treatment method for the project. This task also includes design of temporary erosion control for the project site during construction. 3. 1. Stormwater
Data Collection, Analysis and 30% Stormwater
Design
Consultant will obtain and review existing information regarding flow patterns, facilities, and water resource deficiencies within the project limits and for the tributary basin. Hydrology and peak runoff values will not be required for the full dispersion BMP. Otak will perform the following work element activities: Conduct a site visit to verify existing stormwater features. Utilize GIS and site survey information to establish existing drainage basins and flow patterns. Review the Natural Resources Conservation Service soil characterization
mapping to establish existing
soil types.
Review the amount of hard surfaces and new and replaced impervious surfaces for the project to confirm only Minimum Requirements 1 through 5 of the FIRM apply to the project. The 30%
stormwater design will be shown on the Roadway Plan sheet
3. 2. Stormwater Report
The Preliminary Stormwater Report will be submitted to the County Public Works Department for review with the 60%
Design Submittal. Revisions will be made, and a Draft Final Stormwater Report will be submitted to the County for review with the 90% Design Submittal. The Final Stormwater Report will be delivered to the County
with the Final
Design
Submittal.
Assumptions
The report will show conformance with Cowlitz County Stormwater Requirements. Deliverables
Electronic copy of Preliminary, Draft Final, and Final Stormwater Report 3. 3. 607o Stormwater Design This task involves
updating and advancing the 30% design along with addressing review comments from the County. The 60% plans will be used as the basis for environmental permitting and property acquisition.
The 60%
Design Stormwater Plan Sheets:
Stormwater Erosion
Management
and Sediment
Plan—
Control
1 sheets
Plan—
1 sheet
Allender
Road Bridge Replacement Project
Erosion
and Sediment
Control
Page 7
Details—
2 sheets
Deliverables Electronic
copy of 60%
Stormwater Plans plus providing updates for the County Basis of Design Report
3. 4. 907o and Final Stormwater Design This task advances the stormwater design
coordination,
structural, landscape,
to both 90%
and Final. It will incorporate updates from property owner
utility, and roadway updates.
Assumptions Comments from the 90% plan review will be incorporated. No
new
sheets
will be added after the 90% submittal.
Water quality treatment and flow control facilities will not be required
Stormwater runoff is currently managed by full dispersion. Deliverables Half- sized ( 11"
x
17") paper set and electronic
pdf format
of the 90%
Plans and Full- sized ( 22" x34")
signed mylars for the Final Construction Plans
3. 5. Stormwater
Pollution
Prevention
Plan
This project will disturb more than one acre of land due to contractor access requirements. The Department of Ecology( Ecology) will require a Stormwater Pollution Prevention Plan ( SWPPP). This task is to prepare a SWPPP and file the required Notice of Intent( NOI) with Ecology, and will include the following:
A narrative that documents and justifies the pollution prevention decisions made for the project Seasonal
work
limitations
How each of the 13 elements of erosion and sediment control as listed in the Stormwater Management Manual
for Western
Washington
will be met.
Calculations supporting the design of sediment traps, ponds, or other measures if applicable
The draft SWPPP will be submitted to the County for review. Revisions will be made, and a final SWPPP will be delivered to the County. Quantity info for the NOI will be included. Complete Notice of Intent Application for Ecology; County will submit Assumptions
Any fees associated with the NOI or SWPPP will be paid by Cowlitz County One review of the SWPPP Mn1I be required. Draft SWPPP
will be completed
with the 90` Yo Design
submittal.
Final
will be completed
with the Final
submittal.
SWPPP
Design
Deliverables Electronic copy of Draft and Final SWPPP
4. Hydraulic and Stream Restoration This task is for the hydraulic analysis and stream restoration to support the replacement of the bridge on this project. The hydraulic
design
will follow the requirements
of the design
standards:
Allender Road Bridge
Replacement
Page 8
Project
Applicable sections of the Cowlitz County Code Washington
State Department
of Transportation(
WSDOT) Hydraulics Manual
HEC- 18, Evaluating Scour at Bridges ( Fifth Edition)
4. 1. Site Investigation and Channel Stability Assessment Conduct a site investigation to record observations, gather field measurements, and take digital photographs.
Record observations of the following: The general characteristics of Stillwater Creek and adjacent floodplain in the study reach that includes the bridge crossing a
13
The field indicators of lateral and vertical stability of the channel Lateral and vertical controls Channel and floodplain roughness Bed material characteristics
Conduct Wolman pebble count of the stream to be used for scour evaluation and streambed sizing.
Develop a survey request( including cross section markers in the field) to support the hydraulic modeling Survey will be conducted by the County. Review available historic air photos to evaluate instances of past channel migration.
Evaluate the vertical and lateral stability of the channel. In particular, evaluate the potential for upstream channel adjustments( headcutting) and downstream effects following removal of the existing bridge. 4. 2. Hydrologic
Analysis
Develop the design flows using StreamStats. Verify StreamStats basin delineation utilizing available Lidar. Check StreamStats flows against any nearby gage data and a ratio of the drainage basins. Calculation of peak discharges for the 2- year through 500- year floods as well as any flows necessary for meeting fish passage requirements.
4. 3. Hydraulic Analysis
Perform a one dimensional hydraulic analysis of Stillwater Creek in the vicinity of the crossing using the U. S. Army Corps of Engineers HEC- RAS computer software to evaluate existing conditions and up to two 2) project conditions for a range of flows up through the 500- year event. Coordinate with the roadway and bridge engineers and environmental specialists on the design of the bridge, stream channel design, and design of bank protection. 4. 4. Scour Analysis
Conduct a scour analysis at the crossing following the guidelines as outlined in HEC- 18, Evaluating Scour at Bridges( Fifth Edition) to support the design of bridge foundations and necessary scour countermeasures.
Evaluate long- term degradation potential based on field evaluation and any other historical information on
the channel in the vicinity of the existing bridge. Calculate total scour at the bridge as appropriate.
Coordinate with the structural and geotechnical engineers on the design of the bridge foundations and scour countermeasures.
Allender
Road
Bridge
Replacement
Page
Project
9
4. 5. Design of Stream Channel and Scour Countermeasures Develop a design for stream channel reconstruction,
bank restoration,
invasive vegetation
management,
and habitat improvement following replacement of the bridge. The project reach extends 150 feet upstream of the bridge and 100 feet downstream of the bridge.
Use data from the scour analysis to determine gradation and thickness of any riprap revetment that may be used as scour countermeasures
at the crossing.
Coordinate stream channel and revetment design with the bridge designers.
4. 6. Temporary Water Management Calculate a range of flow rates utilizing StreamStats and field measurements for design of temporary water management Coordinate
facilities and recommend
with the stream designers
Develop hydraulic design recommendations stream
work
the most appropriate one for the crossing.
on limits of work area isolation.
for temporary water management facilities to isolate in-
areas.
Develop anticipated 4. 7. Hydraulics
access and installation approach for temporary water management
facilities.
Report
Prepare a Draft Hydraulics Report that documents
the hydraulics analysis and design, including scour analysis
and countermeasure design and submit for review. Scour analysis will be included in the report. Prepare a response to review comments and incorporate changes into a Final Hydraulics Report.
Assumptions Scour protection will consist of subgrade riprap that will be approvable by permitting agencies. The project is located in a mapped Special Flood Hazard Area, so there is a need for a County floodplain permit.
Cowlitz County will submit the floodplain permit utilizing the Hydraulics Report. The project can be designed to meet applicable floodplain and shoreline requirements.
The project can be designed to be below the maximum allowable increase in base flood elevations of one foot.
An electronic copy of the report will be provided to the County for all submittals. copies can be provided to the County for all submittals.
If needed, two hard
Deliverables Draft and Final Hydraulics
Report in electronic pdf format
Electronic copy of the HEC- RAS model used for the hydraulic analysis 4.8. 307a Stream
Design
This task involves developing the conceptual and preliminary stream reconstruction performed.
plan based on the analysis
Assumptions Geotechnical
work will be complete enough
to provide
input for the 30%
design
Deliverables
One stream reconstruction plan and summary paragraph to be included n the TSBL Report 4. 9. 60% Stream Design
Allender
Road
Bridge Replacement
Page
Project
This task advances the stream reconstruction
and dewatering design to a 60%
level.
10
It will incorporate
updates
from property owner coordination, roadway, bridge, landscape, utility, and stormwater design development. The 60% plans will be used as the basis for easement and property acquisition work and for environmental permitting. The 60%
Design
Stream
Temporary
Plan Sheets:
Stream
Diversion Plan and details— 2 sheets
Stream Grading Plan and Profile— 1 sheet Stream
Details— 4 sheets
Assumptions Comments
from the 60% plan review will be incorporated
No new sheets will be added
after
the 90%
into the 90%
Design.
submittal.
Deliverables Electronic pdf format of the 90%
Stream Plans plus providing updates for the County Basis of Design
Report
4. 10.
90% and Final Stream Design
This task advances the stream reconstruction
and
dewatedng
design
to both 90%
and Final. It will incorporate
updates from property owner coordination, roadway, bridge, landscape, utility, and stormwater updates. The 90% and Final plans will be completed after all Right- of-Way acquisitions are complete. Assumptions
Review comments from both Consultant and County review will be picked up and incorporated No new
sheets
will
be added
after
the 90% submittal.
Deliverables Half- sized ( 11"
x
17") paper
set and electronic pdf format of the 90%
Plans and Full- sized ( 22" 04")
signed mylars for the Final design
5. Geotechnical
Design Services
This task involves geotechnical investigations and analysis to evaluate subsurface conditions, slope stability hazards, and provide information for the design of the replacement bridge foundations and retaining walls. In order to evaluate site- specific geotechnical conditions, the consultant will conduct a geotechnical investigation consisting of research, reconnaissance, subsurface explorations, laboratory testing, engineering analyses, and consultation,
as outlined
below.
The County will provide the pavement cross section therefore pavement design is not included in this scope of work.
5. 1. Research and Reconnaissance This task involves the following: Review readily available geologic maps and water well logs that cover the site vicinity, and other reports provided by the County, for general information regarding subsurface soil, rock, and groundwater conditions,
and geologic hazards.
Prepare traffic control plans for the drilling operations, submit plans to the County for review, and implement
approved traffic control plan during field work.
Allender
Road
Bridge Replacement
Page 11
Project
Deliverables Traffic Control plans for the drilling operations 5. 2. Subsurface
Explorations
This task involves the following: Mark proposed exploration locations in the field and complete public utility locates Drilling four borings through the roadway or adjacent to the roadway near each comer of the proposed bridge to depths up to 40 to 50 feet below grade, or until 15 feet of relatively competent materials are penetrated, whichever is deeper, to characterize subsurface soil and groundwater conditions at the abutments. The maximum depth of borings will be 60 feet.
Using hand auger or handheld geoprobe, conduct up to four explorations within the stream channel and two explorations
on the bank of the stream These explorabons
will characterize
the
subsurface streambed material.
Obtain two surface streambed samples and conduct a sieve analysis to determine the gradation
of the material.
Collect one sample 200 feet upstream of the existing bridge and one 200 feet
downstream.
Maintaining a log of the soils encountered in the borings and collecting soil samples for laboratory testing.
Backfilling the exploration holes in accordance with Ecology regulations and patching the surface with asphalt or gravel.
Collecting and hauling aU soil spoils from the site. Assumptions If needed, the County will provide street use or right- of- way permits at no charge.
Disposal of contaminated soil and decontamination of drilling equipment are not included in this scope of work.
If contaminated
materials are encountered, then additional costs will be incurred.
Prevailing wages will apply to subcontractors ( e. g. driller and traffic control).
Field explorations and testing will be completed in 3 workdays, two days for drilling and one for hand augers and/ or geoprobes. County survey staff will survey the borehole locations and add them to the site base map.
Infiltration testing will not be necessary because stormwater quality and flow control facilities will not be required.
Deliverables Preliminary copies of the boring logs.
5. 3. laboratory Testing and Engineering Analysis This task involves the following: Conduct a series of geotechnical laboratory tests on selected soil samples obtained from the explorations to evaluate the engineering and index properties of the site soils. The specific tests conducted will depend upon actual conditions encountered, but we anticipate our testing will include up to 40 moisture content, 4 moistureidensity, 4 Atterberg limits, 6 sieve analyses, and 2 direct shear tests. Additionally, up to two suites of tests to evaluate soil corrosion potential may be performed. Conduct engineering analysis to evaluate seismic hazards, and slope stability.
Perform analysis to provide retaining wall parameters such as lateral earth soil pressures and foundation design pressures. Provide
recommendations
for bridge foundations
including deep foundations
for the bridge.
Allender
Bridge Replacement
Road
Page
Project
12
Deliverables
All laboratory testing results are to be included in the appendices to the geotechnical report. 5. 4. Report and Design Consultation This task involves the following:
Prepare a draft report outlining our findings and recommendations, including information related to the following: Subsurface soil and groundwater conditions Seismic and Slope stability hazards
Site preparation and grading; and Lateral earth pressures and foundation requirements Design criteria for bridge foundations
for walls as needed
Prepare a final report incorporating comments from the project team on the draft report Participate in up to two project team coordination meetings to review and discuss geotechnical issues having an impact on the project.
Provide geotechnical project management and support services, including coordinating staff and subcontractors, invoicing, and conducting phone consultations and email communications with the County and the design team. Deliverables
Electronic( PDF) copies of the draft geotechnical engineering report Five hard copies and an electronic( PDF) copy of the final geotechnical engineering report incorporating County and design team comments.
6. Bridge Design
This task involves the work associated with the new bridge, wingwalls and possible retaining walls on the project. 6. 1. 30% Design -
TS3L Report
This task will involve an alternative analysis to study various bridge types, sizes, and locations. Factors such as roadway alignment,
stream
constraints,
flood constraints,
environmental
impacts,
mitigation,
and ROW cost will
be included in the analysis. After selection of the preferred alternates for each item the task will include development
of 30%
plans.
The 30%
plans will be included in the Type, Size and Location ( TS& L) report.
Assumptions
One plan sheet showing the bridge plan, profile and cross- section will be included in the TSBL report Deliverables
Draft and final alternatives analysis memorandum for the roadway and bridge Draft and Final TS& L report in a pdf version. 6. 2. 60% Design This task advances roadway,
landscape,
basis for easement
the bridge stream
design
to a 60%
reconstruction,
and property
acquisition
level. It will incorporate updates from property owner coordination, and stormwater updates. The 60% plans will be used as the
utility,
work as well as for environmental
permitting.
Allender Road
The 60%
Bridge
Replacement
Page 13
Project
Bridge plans will include: Bridge Plan and Profile- 1 sheet
Foundation Plan and Piling- 1 sheet Abutments and Wing Walls- 2 sheets Bridge Cross Section and Diaphragms— 1 sheet Girder Sheets- 3 sheets
Bridge Railing- 2 sheets Bridge Staging plans— 2 sheets Assumptions Comments from the 30% plan
review
will be incorporated
into the 60%
Design.
Deliverables Half- sized(
11"
x
17") paper set and electronic pdf format of the 60% Construction
Plans
6. 3. 907o and Final Design This task advances the bridge design coordination,
landscape,
roadway,
to both 90%
and Final. tt will incorporate updates from property owner
stream reconstruction,
plans will be completed after all Right- of- Way acquisitions The 90% plans will
contain
the updated
60%
utility,
and stormwater updates. The 90% and Final
are complete.
plan sheets plus 4 additional detail sheets
Assumptions
All review comments from both Consultant and County review will be picked up and incorporated Deliverables Half- sized ( 11" signed
7.
mylars
x
17") paper set and electronic
for the Final Construction
pdf format
of the 90% Plans
and
Full- sized ( 22" x34")
Plans
Landscape Architecture and Planting 7. 1. 607o Design
This task includes all the landscape architecture work for the project. This is plant establishment for the roadsides, driveways,
stormwater facilities, and in conjunction
with the stream restoration. The planting plans will show limits
of landscape improvements and include plant symbols or hatches and planting templates, representing each type of the proposed plard materials or plant communities. A planting legend will describe the genus, species, size,
and quantity of each plant. Plans will include notes and details describing general requirements for landscape installation.
Assumptions
No preliminary landscape work has been performed on the project. This task will proceed from preliminary design
up through
60% design.
Deliverables Electronic
copy of 60%
landscape plans
7. 2. 907. and Final Design
Allender
Road
Replacement Project
Bridge
This task advances the landscape
Page
and planting design to both 90% and Final.
It will incorporate
14
updates
from
property owner coordination, roadway structural, stream reconstruction, utility, and stormwater updates. The 90% plans can be completed before Right-of-Way acquisitions are complete and the final plans will be completed after all Right-of-Way acquisitions are complete.
Assumptions
All review comments from both Consultant and County review will be picked up and incorporated Deliverables Half- sized(
11" x 17") paper set and electronic pdf format
of the 99%
Plans and Full- sized( 22" x34")
signed mylars for the Final Construction Plans
8. Specifications 8. 1. 90% Specifications
This task involves creation of the technical specifications for the project. Specifications will not be developed for the 60%
design phase
Assumptions
The Consultant will prepare the project Special Provisions for the specifications. The County will assist with the development and review of specifications and provide the boilerplate division one sections.
The specifications will be based on the 2022 Washington State Standard Specifications for Road, Bridge, and Municipal Construction.
Deliverables 90%
Project Technical
Special
Provisions
8. 2. 99% and Final Specifications Assumptions Comments from the 90% and 99% reviews will be incorporated
into the Final Specifications
Deliverables 99% and Final Project Technical Special Provisions
9. Estimate 9. 1. 60% Estimate This task develops
a
project
construction
cost estimate based
off the 60%
plans. The estimate will incorporate
separate parts for the Utilities that will be included in the project. Assumptions
Bid estimate will use the WSDOT Standard Bid Items as much as possible. Estimates for the project Utility work will be provided
by each Utility purveyor
Road
Allender
Bridge
Replacement
Page
Project
15
Deliverables 60%
Cost Estimate
9. 2. 90% and Final Estimate This task prepares the 90%
and Final Cost Estimate for the project. Consultant will update the record of quantity calculations and unit cost development according to the revised plans and current pricing information to complete the 90% and the Final
Construction
Cost
Estimate. Bid items between
and the Final Estimate should not
the 90%
change.
Deliverables 90%
and Final
Cost Estimate
QA/ QC
10.
The Project Team will develop and execute the project QA/ QC plan. This task includes the following work activities:
Develop project quality assurance/quality control( QA/ QC) plan including review responsibilities and timelines for each deliverable.
Provide Quality control review for each deliverable prior to submittal to the County.
10. 1. Included
307o Design Review in this task is the
review
of the 30%
Design including the TS& L Report
Deliverables Documented
10. 2. Included
review comments
for the 30%
Design package
60% PSr1iE Review
in this task is a confirmation
that the review comments from the 30%
review have been incorporated
into
the bid documents. This not only includes comments from the Consultant review but comments from the County as well.
Deliverables Documented
10. 3. Included
review comments
for the 60%
PS& E package
M and Final PSbE Review
in this task is a confirmation that the review comments from the 60% review have been incorporated into
the bid documents. This not only includes comments from the Consultant review but comments from the County as well.
Deliverables Documented
11.
review
comments
Environmental
for the 90% and Final
PS& E bid documents
Allender
Road Bridge Replacement
Page 16
Project
Permit applications and supporting environmental and regulatory compliance documentation will be prepared under this task. Federal, state, and local regulatory compliance requirements are included, as well as underlying deliverables and assumptions for the work.
11. 1.
Environmental
Data Collection
and Critical Areas Report
After determining the appropriate study area limits, Otak will conduct field work necessary to collect the data for the preparation of the technical documents and permit applications for the project. Wetland boundary and stream ordinary high water( OHW) delineations will be conducted to meet the requirements of Cowlitz County' s Critical Areas code, the Corps of Engineers( the Corps), and Washington State Department of Ecology( Ecology). Wetland and stream boundaries within the Area of Potential Effects ( APE) will be flagged in the field by the
Consuftant and subsequently surveyed by the County and added to the project basemap. Riparian and priority wildlife habitats will also be assessed.
The Critical Areas Report will support the required federal, state, and county approvals required to construct the project.
Stream surveys will be conducted to assess existing conditions within and adjacent to the project area to sufficiently establish baseline conditions for instream and riparian habitat in accordance
with methods modified
from Timber, Fish, and Wildlife protocols ( Schuett- Hames, et al. 1999). Quantitative and qualitative field measurements will be recorded to assess habitat unit complexity, wood quantity and dimensions, spawning
gravel, canopy cover, and channel geometry. Data forms documenting the wetland boundaries and instream habitat will be completed. Wetlands will be rated according to the 2014 Ecology Washington State Wetland Rating System Y
for Western
Washington 9f
methodology and classified per Cowlitz County Code ( CCC) 19. 15 ( Critical Areas). Streams will be classified per CCC 19. 15, and buffer widths for wetlands and streams will be identified.
Tree canopy ( e. g., drip line) will be measured for each tree with greater than 6" diameter at breast height( DBH) that will be removed within regulated wetland and stream buffers to support the buffer impacts and mitigation needs
analysis.
This task also includes development of the Area of Potential Effect Graphic. Assumptions
Wetland and stream boundaries will be delineated within the County- owned right of way and plus 100 feet into adjacent private parcels immediately adjacent to the right of way. stream habitat assessments will be completed for approximately 150 feet upstream and downstream of the bridge. Potential construction staging areas will also be reviewed in the field for presence of wetlands and their boundaries delineated. IL
County w4l acquire rights of entry to areas from adjacent property owners prior to field work. County will survey wetland and stream boundary flags in the field. Otak will provide a sketch map to the County to help the survey crew locate the flags. Critical areas covered under this scope of work include wetlands and fish and wildlife habitat conservation areas( FWHCAs).
Deliverables
Wetland delineation flag map Draft and final Critical Areas Report
APE ( Area of Potential Effects) graphic 11. 2.
NEPA Compliance
Documentation
Allender Road
Replacement
Bridge
Page
Project
17
In order to comply with NEPA requirements a NEPA Categorical Exclusion Documentation Form will be prepared per the criteria in WSDOT' s LAG Manual. The NEPA Categorical Exclusion Documentation Form and supporting environmental reports will be submitted to the County as the Local Agency for review and comment. The Project Team, on behalf of the County, will submit to and coordinate with WSDOT' s Local Programs for NEPA compliance.
Assumptions
The project will result in a Documented Categorical Exclusion. Preparation of a NEPA EIS or EA is not included in this scope.
Deliverables
Draft and Final NEPA Categorical Exclusion Documentation Form, submitted by Otak to WSDOT 11. 3.
ESA Compliance
Documentation
Documentation necessary for compliance with the provisions of the Endangered Species Act( ESA) will be prepared for the project as part of the NEPA compliance process. Cowlitz County received approval from the National Marine Fisheries Service ( NMFS) to utilize the Regional Road Maintenance ESA 4( d) Program [ 4( d)
Program) to document ESA compliance on eligible projects. The proposed project appears eligible for the 4(d) Program. Compliance documentation for use of the 4( d) Program will be prepared by the Project Team for WSDOT, and submitted on the County' s behalf. In addition, a No Effect Letter( NEL) will be prepared for ESAlisted species administered by the United States Fish and Wildlife Service. Preparation of a biological assessment is not included in this scope of work.
Deliverables 4( d) Program No Effect
11. 4.
Compliance
Documentation
Letter
JARPA
Form and Drawings
A Joint Aquatic Resources Permit Application ( JARPA) will be completed when the project reaches a 60 percent
design stage. The JARPA will be used to apply for the Cowlitz County wetland and habitat permits; Ecology Section 401 certification: Washington State Department of Fish and Wildlife( WDFW) Hydraulic Project Approval
HPA); and a Department of the Army ( Section 404) permit from the Corps of Engineers. The project is anticipated to be permitted under a Nationwide Permit# 14 for Linear Transportation projects and result in less than a half- acre
of wetland
impacts.
Deliverables Draft and final JARPA application ( form and drawings) and construction
plans for submittal to all relevant
regulatory agencies
11. 5.
Shoreline and Critical Areas Permit Application
The project will require compliance with Cowlitz County' s Critical Areas and Shorelines ( CCC 19. 20) including Frequently Flooded
Areas ( CCC
19. 15. 140), Wetlands (
CCC19. 15. 120)),
and FWHCAs ( CCC 19. 15. 130). Otak
will complete a pre- application conference application request and will provide the submittal packet for the Shoreline Permit application, including: project narrative, JARPA, application forms, site plan, critical areas studies, SEPA checklist, and other applicable
Assumptions
items.
Allender Road
Bridge
Replacement
Project
Page 18
Consultant will package and submit the full submittal packet required for Shoreline permit applications. Application fees will be paid by Cowlitz County. Deliverables
Pre- Application Meeting Request( PDF), submitted to the County Shoreline Permit Application, submitted to the County Building and Planning Department
11. 6.
Agency Meetings, Permit Facilitation, and County Coordination
Prior to permit submittals, Otak will arrange a meeting, preferably on- site, with all applicable County, State, and
Federal resource and regulatory agency staff and WSDOT Local Programs Engineer to assure that they have a solid understanding of the existing and proposed conditions for the project prior to receiving the NEPA compliance
and JARPA packages. After permits are submitted, Otak will coordinate with County staff to respond to comments, provide additional clarification, and assist with shepherding the permits through the process efficiently.
Otak will act as the Agent for the County, and apply for and coordinate all environmental permitting. Assumptions
Two( 2) Otak staff members will attend two( 2) onsite meetings not to exceed four( 4) hours. Two ( 2) Otak members will attend a total of two( 2) internal coordination meetings not to exceed three( 3) hours each.
Deliverables
Draft and final meeting minutes of on- site meetings Create project plans or exhibits appropriate for the field visit 11. 7.
SEPA Compliance
The project will require compliance with the State Environmental Policy Act( SEPA). Otak will prepare a SEPA checklist and DNS for the project, with vicinity map and simple plan view appropriate for the general public. Otak will submit the checklist to Cowlitz County with the Shoreline Permit application package for environmental review as the lead agency in the SEPA process. Assumptions
The proposed project will result in a Mitigated Determination of Non- Significance ( MDNS) Preparation of a SEPA EIS is not included in this scope.
The County wffl prepare the SEPA Threshold Determination and notice. Deliverables
Draft and Final SEPA checklist and DNS with vicinity map and site plan, submitted to the County. 11. 9
Mitigation Bank Use Plan
A Mitigation Bank Use Plan will be prepared to purchase credits from the Coweeman Habitat Mitigation Bank. Credits are assumed to be available and will be paid for by the County to offset project impacts to the shoreline environment per County code. Deliverable: Draft and Final Mitigation
Bank
Use Plan
Bridge
Replacement
Page
Allender
Road
Project
12.
Cultural and Historical Analysis
19
This task is to provide a cultural resource survey to meet federal, state, and local compliance. The study will be designed to meet the requirements of Section 106 of the National Historic Preservation Act and Section 4(f) of the
U. S. Department of Transportation Act. The survey will also be done to meet the standards and guidelines of the Washington Department of Archaeology and Historic Preservation ( DAHP). The archaeological field work will include a pedestrian survey of the Area of Potential Effects ( APE) walking transects spaced 10 to 20 meters apart. Shovel testing will be done where the surface visibility is inadequate to determine if an archaeological site is present. Historic resources( i. e., buildings, structures, sites, objects, and districts constructed at least 45 years before the date of survey) will be documented if they are within or on a parcel crossed by an APE. The tasks will include the following:
Identification of the APE and submittal of a worts plan including a detailed project description and map to the Agencies
Background review of the previous studies conducted in the vicinity
A systematic pedestrian archaeological survey of the APE walking transacts spaced no more than 20 meters
apart
Excavation of up to 5 shovel tests that will be 20 inches( in)( 50 centimeters [ cm]) in diameter and excavated to a minimum depth of 20 in ( 50 cm). Sediments will be screened using As- in hardware cloth. All shovel tests will be backfilled resources,
if found,
will need
upon completion.
No artifacts
will be collected.
Archaeological
to be recorded
Documentation of historic resources that are within the APE or are situated on parcels crossed by the
APE. Inventory forms will be prepared for each documented historic resource using the DAHP WISAARD database; the forms will be included in the report appendix. determine
their eligibility
to be listed
on
the National
Evaluate documented historic resources to
Register of Historic
Places(
NRHP).
An assessment
of project effects under Section 106 and potential" use" under Section 4( f) will be done for those historic resources that are recommended as eligible for listing in the NRHP. Assumptions Up to 5 shovel tests will be excavated. No archaeological resource will be encountered in the APE.
Deliverables
Survey methodology memorandum. A cultural resource survey report will be submitted for review to the Washington State Department of Transportation ( WSDOT). This report will satisfy Section 106 of NHPA and Section 4(f) of the U. S. Department of Transportation
Act. It will include a recommendation
of whether the proposed project will
have an adverse effect on historic properties, including archaeological sites. Archaeological and historic resource forms will be appended to the report. A DAHP cover sheet will be included with the finalized version of the cultural resources report for agency submittal and distribution. Uploading
of the report to WISAARD
Exhibit B
DBE Participation/ SBE Plan DBE Plan for the Allender Road Bridge Replacement Project
The WSDOT disadvantaged Business Enterprise ( DBE) and Training Program, approved by FHWA, requires the evaluation of each local agency project to determine the feasibility of including goals ( refer to the Local Agency Guidelines ( LAG) manual, Chapter 26). The contract has
consultants
a
twelve percent ( 12%)
Mandatory Disadvantaged Business Enterprises ( DBE) goal for
on this project.
The total Otak consultant fee for the project is $ 362, 069 of which $ 44, 313 is DBE utilization. The $ 44, 313 is 12. 2% of the total contract
fee,
above
the
goal of 12%. See Exhibit E for consultant fee details.
Otak and the consultant team are tasked with performing the engineering services necessary to complete the design and permitting of the project, such as: civil engineering, stream hydraulics, scour mitigation
design, geotechnical engineering, structural engineering, and environmental permitting. RhinoOne has been selected as the DBE sub- consultant for the Allender Road Bridge Replacement design
The scope of their work includes: Geotechnical Engineering and Drafting services
Prime Consultant—
Otak— Total Fee
DBE Sub- Consultants— Fee:
362, 069 44, 313 ( 12%
of the total fee)
Agreement Number:
Exhibit C
Preparation and Delivery of Electronic Engineering and Other Data In this Exhibit the agency, as applicable, is to provide a description of the format and standards the consultant is
to use in preparing electronic files for transmission to the agency. The format and standards to be provided may include, but are not limited to, the following: L
Surveying, Roadway Design & A.
Plans Preparation
Section
Survey Data
Survey topography, monumentation and ROW data will be provided by AGENCY in AutoCAD 2018 format.
B.
Roadway Design Files
a
AutoCAD
C.
Computer Aided Drafting Files AutoCAD
Local
Civil3D
Civi13D
2018 or newer version
2018 or newer version
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Number Revised 0210112021
D. Specify the Agency' s Right to Review Product with the Consultant
AGENCY may choose to review the product at any time in consultation with the CONSULTANT
E.
Specify the Electronic Deliverables to Be Provided to the Agency Written responses for document review in Word or PDF
QA/QC Plan in Word or PDF
Written responses to design or plan review and QA checklists in Excel, Word or PDF Monthly status reports in Word or PDF Other documents
in Word, Excel or PDF
AGENCY is receptive to document review using Bluebeam providing there is no additional cost to AGENCY
F.
Specify What Agency Furnished Services and Information Is to Be Provided
AGENCY to provide survey files in AutoCAD format for ramp topography, ROW and monumentation AGENCY to provide Real Property Services for any ROW acquisition AGENCY to provide standard detail design and title block templates in AutoCAD 2018 format
AGENCY to provide Division 1 special provision for bidding AGENCY to develop bid proposal documents with the exception of Engineering Plans, Specifications, Estimate, MEF and project documentation
AGENCY to provide communication with utility holders in the case of conflict resolution AGENCY to provide traffic signal design modifications as necessary, in AutoCAD 2018 format for CONSULTANT
to incorporate irtto Plans
Local Agency A& E Professional Services Negotiated Hourly Rate Consultant
Agreement
Agreement Number Revised 0210112021
U.
Any Other Electronic Files to Be Provided Not Applicable
IIIL Methods to Electronically Exchange Data See next page
Agreement Number
Local Agency A& E Professional Services Negotiated
Hourly Rate Consultant
Agreement
Revised 0210112021
A.
Agency Software
B.
Electronic Messaging System
Suite
Microsoft Office Professional Plus 2010 or Microsoft 365
Electronic Messaging System: Email( MS Outlook in suite above) i
C.
File Transfers Format
File Transfer Format: An FTP site will be available from the AGENCY, as necessary, to transfer large
files. In addition, files can be copied to USB Flash Drive( stick) when necessary.
Load Agency ARE ProfaW and&
7t*
Agreaseut Number
a
NegodatCd Hourly Rme Couau/ uwt Agraawem
Revised 0210112021
Exhibit D
Prime Consultant Cost Computations
Local Agency ARE Profmdonal
Agreement Number
Services
Negotlatd Hourly Rate Consultant
Agreement
Revised 0210112021
Development
State of Transportation
WashirMton Department
Division
t SrrwCE-S(]
dice
P'0 Buu' _ U40H
Up-pa, WA 9850. 1 IJOB T39S k, noevson
August
Way SW
1 lln' NJt_ r
wA, 4MC!
1 I
8: 0 6388
t
H;, i)
6F, 04
12, 2020
Otak, Inc.
809 S\ V Third Avenue, Suite 900 Portland,
OR 97204
Subject:
Acceptance FYE 2019 ICR— CPA Report
Dear Justin Monahan: We have accepted Independent
firms
CPA Report,"
Home Office rate
your
Rate:
includes 1. 64%
FYE
2019
Indirect
Cost
Rate (
ICR) based
on
the
prepared by D. L. Purvinc, CPA, PLC as follows:
173. 31%
of direct
labor
Facilities Capital Cost of Money)
Field Office Rate: 1 15. 15% f direct labor rate
includes 0. 55%
Facilities Capital Cost of Money)
This rate will be applicable for WSDOT Agreements and Local Agency Contracts in
Washington only. This rate may be subject to additional review if considered necessary by WSDOT. Your ICR must be updated on an annual basis. Costs billed to agreements/ contracts will still be subject to audit of actual costs, based on the terms and conditions of the respective agreement/ contract. This
was
not
a
cognizant
review.
Any other entity contracting with the firm is
responsible for determining the acceptability of the ICR. If you have any questions, feel free to contact our office at ( 360) 705- 7019 or via email con%.ultantrateti a %+ sdnt.
a. gtp%
Regards.
Jonson, Erik
Aug 13 2020 11: 57 AM cosign
ERIK K. JONSON
Contract Services Manager EKJ: ah Exhibit B 1 of 2
Otak, Inc.
Statement of Direct Labor, Fringe Benefits, and General Overhead For the Year Ended December
31, 2019
Home
General Ledger
Unallowable
Description
Account Balance
Costs
DIRECT
S
LABCrR
Note
S
13. 122, 868
Allowable
Office
Field
Percent to
Costs
Costs
Costs
Field
2, 135. 256
16 27%
S
13, 122, 868
S 10, 987, 612
2, 396. 831
2, 139. 867
256. 964
10 72%
1, 933, 726
1, 701. 517
232. 209
1201%
2, 452. 898
2, 169, 103
283, 795
11 57%
219, 482
200, 007
19, 475
8 87%
576, 903
521, 764
55, 139
956%
7. 579. 940
6, 732, 257
847, 583
8, 007, 860
7, 783. 069
224, 791
97, 748
93, 032
4, 716
4 82%
191, 910
153, 676
38, 234
19 92%
FRINGE BENEFITS Vacation and
2, 396. 831
Holiday Pay
Employer Payroll Taxes
1, 951, 923
Medical,
Life, and
2, 452, 898
Employee
Benefits
Usability Insurance
(
5, 539)
225. 021
Retirement
Fringe
18, 197)
e)
(
b)
576. 903
Benefits Subtotal
7, 603, 576
23, 736)
8, 252, 897
245, 037)
GENERAL OVERHEAD Indirect Labor and Seminars
Education
(
a),
U)
97, 748
Office Expense
10, 047)
201, 957
W
2 81%
15, 351
15, 351
7. 330
8, 021
52. 25%
Licenses
1. 111. 896
1. 111, 896
1. 081, 494
30. 402
2 T3%
and Supplies
297, 547
297. 547
296, 551
996
0 33%
1, 569, 079
1. 569, 079
1. 558, 008
11. 071
0 71%
41. 919
41, 919
40, 319
1, 600
3 82%
Vehicle Expense
190, 814
180, 814
36, 184
144, 630
79 99%
Telephone
295. 645
295, 645
289. 542
6, 103
2 06%
185, 967
185, 967
1113, 266
2, 701
1 45%
Utilities
51, 767
51, 767
51, 717
50
010%
Travel
370, 978
95. 010) (
275, 968
272, 801
3, 167
1 15%
Meals
97, 239
23, 881) (
73, 358
71, 842
1. 516
2 07%
Building Repairs
andWintenance
Computer
and Software
Computer
Services
Rent Expense Professional
Fees and Lcerses
Rental
Equipment
a),( b), U),( o)
b),( i),(
m)
000%
Entertainment
98, 312
98, 312)
(
q,( m)
Advertising
165. 113
165, 113)
(
a)
(
a)
48, 220
47. 875
345
0 72%
a).( f) U)
736, 327
735, 577
750
0 10%
576, 189
571, 507
4 682
0 81%
131, 084
131, 084
94, 812
90, 976
3. 836
405%
911, 781
676, 236
235, 545
25 83%
23, 487
23, 487
547, 707
458. 595
Postage
and
Porting
51, 074
2. 854)
Professional
Services
935, 646
199, 319) (
Business Insurance
576, 189
Recruiting Fees
135, 306
4, 222)
Dues and Subscriptions
168, 126
73, 314) (
Depreciation
911, 781
Amortization
532, 045
b) a),(
(
c),(
Taxes
198, 490)
(
Bad Debt
12, 395)
12, 395
(
1)
Contributions
10, 299
10299)
(
c)
55, 095
33, 797) (
Expense
d)
h),( k),( n)
21, 298
8,( 113)
115, 949)
1, 642, 196)
1, 642. 196)
General
to Field
overhead
Subtotal
Fringe Benefits&
General
OVERHEAD
RATE
FACILITIES
CAPITAL
15, 782, 288
Overhead
Total
E
23, 385, 864
(
S(
g)
(
107, 937)
895, 132)
895, 132
1. 599, 462
13, 729. 589
12, 130, 127
2, 076, 435)
21, 309, 429 $
18. 862, 384
SEE NOTE F)
(
93 09%
1, 642, 1961
2, 052, 699)
192. 38% COST OF MONEY RATE(
000% 000%
115, 949)
to Subsidiaries
16 27%
000% 21, 298
Gain on Disposal of Assets
Allocation
000% 89, 112
000%
373, 354
Overhead
(
000%
Interest Expense
Overhead Allocation
373, 354)
000%
p)
746, 197
Miscellaneous
I)
23, 487
Help
Temporary
532. 045)
(
000%
S
2, 447, 045
171. 67%
114. 60%
1. 64%
815%
Exhibit B See accompanying 3
notes
2 Of 2
COST INFORMATION BREAKDOWN
OF BILLING RATES AND DIRECT NONLABOR RATES
Otak Actuals Not To Exceed ( ANTE) DIREOR
C05T Architecure
Office
Sr. PM- Architecture Studio
Office
Leader
M$ 249..99
82. 42
142. 84
24. 73
65. 21
113. 02
19. 56
195. 26
197. 79
Office
64. 38
111. 57
19. 31
Project Manager- Design
Office
42. 37
73. 43
12. 71
128. 51
Architect
VI
Office
59. 43
103. 00
17. 83
180. 26
Architect
V
Office
51. 62
89. 46
15. 49
156. 57
Architect IV
Office
48. 28
83. 67
14. 48
146. 44
Architect
III
Office
41. 21
71. 42
12. 36
124. 99
Architect II
Office
37. 23
64. 52
11. 17
112. 92
Office
33. 45
57. 98
10. 04
101. 4
15. 02
151. 89
Architect
I
Architectural Technician VI
Office
50. 08
86. 79
Architectural Technician
V
Office
40. 64
70. 44
12. 19
123. 28
Architectural Technician IV
Office
33. 07
57. 31
9. 92
100. 30
Architectural
III
Office
27. 51
47. 68
8. 25
83. 44
Architectural Technician II
Office
25. 75
44. 63
7. 73
78. 10
Architectural
Office
22. 32
38. 68
6. 70
67. 70
Office
82. 42
142. 84
24. 73
249. 99
Office
81. 71
141. 61
24. 51
247. 82
21. 00
212. 32
Technician
Technician
I
Sr. PIC/ Sr. PM Civil PIC/ Sr. PM Civil Civil Engineer X
Office
70. 00
121. 32
Civil Engineer IX
Office
62. 50
108. 32
18. 75
189. 57
56. 50
97. 92
16. 95
171. 37
85. 83
14. 86
150. 21
82. 82
14. 34
144. 95
Civil Engineer VIII
Office
Civil Engineer VII
Office
49. 52
Civil Engineer VI
Office
47. 79
Civil Engineer V
Office
46. 05
79. 81
13. 82
139. 68
IV
Office
39. 69
68. 79
11. 91
120. 39
Civil Engineer III
Office
35. 55
61. 60
10. 66
107. 81
Civil Engineer II
Office
33. 07
57. 31
9. 92
100. 30
Civil Engineer I
Office
30. 90
53. 55
9. 27
93. 72 160. 40
Civil Engineer
Engineering
Designer VII
Office
52. 88
91. 65
15. 87
Engineering
Designer VI
Office
46. 00
79. 72
13. 80
139. 5
11. 96
120. 96
Designer V
Office
39. 88
69. 12
IV
Office
36. 09
62. 55
10. 83
109. 48
Designer III
Office
31. 25
54. 16
9. 38
94. 78
II
Office
29. 81
51. 66
8. 94
90. 41
Designer I
Office
25. 79
44. 70
7. 74
7823
98. 04
16. 97
171. 58
Engineering Engineering Designer Engineering
Engineering Designer Engineering
Engineering Technician
VIII
Office
56. 57
Technician
VII
Office
47. 48
82. 29
14. 24
144. 02
Engineering Technician VI
Office
40. 07
69. 45
12. 02
121. 54
Engineering Technician V Engineering Technician IV
Office
37. 54
65. 07
11. 26
113. 87
57. 19
9. 90
100.09 82. 44
Engineering
Office
33. 00
Engineering
Technician
III
Office
27. 18
47. 11
8. 15
Engineering
Technician
II
Office
23. 70
41. 07
7. 11
71. 89
6. 49
65. 61
Engineering Technician I
Otak Actuals
Not to Exceed( ANTE)
Office
21. 63
37. 491
Page 1 of 3
COST INFORMATION BREAKDOWN OF BIWNG RATES AND DIRECT NONLABOR RATES Otak Actuals rRECTLASOR
Not To Exceed ( ANTE)
COSTS
777 CM
Field
64. 38
74. 13
19. 31
157. 82
Construction
Manager VI
Field
62. 50
71. 97
18. 75
153. 22
Construction
Manager V
Field
55. 84
64. 30
16. 75
136. 88
Construction Manager IV
Field
52. 27
60. 19
15. 68
128. 15
Constriction
Manager III
Field
47. 38
54. 56
14. 21
116. 15
Construction
Manager II
Field
43. 91
50. 56
13. 17
107. 64
Construction
Mana
I
Field
S38. 69
44. 55
11. 61
94. 84
Field Representative
VII
Field
52. 00
59. 88
15. 60
127. 48
Field Representative
VI
Field
45. 32
52. 19
13. 60
111. 10
Field Representative
V
Field
41. 55
47. 84
12. 47
101. 86
Field Representative
IV
Field
34. 79
40. 06
10. 44
85. 30
Field Representative
III
Field
31. 58
36. 36
9. 47
77. 42
Field Representative
II
Field
28. 23
32. 51
8. 47
69. 21
I
er
Field
26. 14
30. 10
7. 84
64. 09
CM Documentation
Specialist III
Field
40. 87
47. 06
12. 26
100. 18
CM Documentabon
Specialist
Field Representative
II
Field
34. 47
39. 69
10. 34
84. 50
CM Documentation Specialist I
Field
29. 27
33. 71
8. 78
71. 76
Sr. PIC/ Sr. PM LA/ Master Planner
Office
79. 23
137. 31
S23. 77
240. 31
PIC/ Sr. PM LA/ Master Planner
Office
S67. 72
117. 37
20. 32
205. 40
Landscape Architect VI
Office
51. 37
89. 03
15. 41
155. 81
Landscape Architect V
Office
S45. 05
78. 07
13. 51
136. 64
Landscape Architect IV
Office
40. 64
70. 43
12. 19
123. 27
Architect
III
Office
38. 23
66. 26
11. 47
115. 96
Landscape Architect
II
Office
34. 62
59. 99
10. 38
104. 99
Landscape Architect I
Office
29. 62
51. 34
8. 89
89. 85
Landscape
Technician
III
Office
31. 25
54. 16
9. 38
94. 78
Landscape Technician
II
Office
27. 47
47. 61
8. 24
83. 32
Landscape Technician
I
Office
20. 60
35. 70
6. 18
62. 48
PIC/ Sr. PM Urban Design
Office
62. 59
108. 47
18. 78
189. 84
tlrben Designer V
Office
57. 94
100. 41
V7. 38
175. 7
Sr. PM-
Planner II
Office
S57. 39
99. 46
17. 22
174. 06
Sr. PM-
Planner I
Office
52. 50
90. 99
15. 75
159. 24
Planner
IV
Office
46. 15
79. 99
13. 85
139. 99
Planner III
Office
44. 57
77. 24
13. 37
135. 18
Planner II
Office
40. 10
69. 49
12. 03
121. 62
Planner I
Office
31. 71
54. 96
9. 51
96. 19
Planner Associate IV
Office
35. 02
60. 69
10. 51
106. 22
Planner Associate
III
Office
31. 52
54. 62
9. 46
95. 60
Planner Associate
II
Office
28. 73
49. 79
8. 62
87. 13
Planner Associate I
Office
20. 60
35. 70
6. 18
62. 48
Office
34. 15
59. 19
10. 25
103. 59
Office
32. 25
55. 89
9. 68
97. 82
Office
30. 00
51. 99
9. 00
90. 99
Landscape
Sr. GIS SpecialistGIS Specialist-
Planner
Planner
Planning/ GIS Intern
Otak Actuals Not to Exceed( ANTE)
Page 2 of 3
COST INFORMATION BREAKDOWN OF BILLING RATES AND DIRECT NONLABOR RATES Otak Actuals Not To Exceed ( ANTE) DIR
-
LABOR COSTS oveirtwed Type
Un Bang
Prom
30. 00%
PICIScientist
Office
66. 52
115. 29
19. 961
201. 77
Scientist
VI
Office
63. 56
110. 16
19. 07
192. 78
Scientist V
Office
51. 04
88. 46
15. 31
154. 81
Scientist IV
Office
43. 56
75. 50
13. 07
132. 14
III
Office
37. 95
65. 77
11. 39
115. 11
Scientist II
Office
32. 34
56. 05
9. 70
98. 09
25. 48
44. 16
7. 64
77. 29
5132. E
Scientist
I
Scientist
Office
Environmental
PIC/ PLS-
Specialist
Sr. Manager
Office
43. 74
75. 81
13. 12
Field
80. 00
92. 12
24. 00
196. 12
Professional
Land Surveyor V
Field
61. 90
71. 28
18. 57
151. 75
Professional
Land Surveyor IV
Field
51. 39
59. 18
15. 42
125. 99
Professional
Land Surveyor III
Field
48. 08
55. 36
14. 42
117. 86
Professional
Land Surveyor 11
Field
41. 82
48. 15
12. 55
102. 52
Professional
Land Surveyor
I
Field
39. 50
45. 48
11. 85
96. 83
39. 50
45. 48
11. 85
96. 83 80. 21
Survey Crew Chief III
Field
Survey Crew Chief 11
Field
32. 72
37. 68
9. 82
Survey Crew Chief I
Field
28. 79
33. 15
8. 64
70. 58 82. 22
Survey Office Technician
III
Field
33. 54
S38. 62
10. 06
Survey Office Technician II
Field
29. 00
33. 39
8. 70
71. 09
Survey Office
7. 80
63. 74
Technician
I
Field
26. 00
29. 94
Survey Field Technician Survey Field Technician
III
Field
24. 38
S28. 07
7. 31
59. 77
II
Field
22. 69
26. 13
6. 81
55. 62
Survey Field Technician
I
Field
21. 00
24. 18
6. 30
51. 48
Office
73. 82
127. 94
22. 15
223. 90
Office
39. 91
69. 17
11. 97
121. 06
29. 50
51. 13
8. 85
89. 48
36. 75
63. 69
11. 03
5111. 47
Special
Services
Consultant
Project Coordinator Project Administrative Graphics
Assistant
Specialist
Office Office
The Indirect Cost Rote( ICR), profit, and max rate per hour listed above are the maximum rates payable under this Agreement. Rates invoiced shall be based on the direct salary of the individud employee plus ICR plus profit and shall not exceed the Max Billing Rate for each CJassficafion fisted.
Direct Non- Salary Costs, including subconsultant All travel will be invoiced
fees, will be reimbursed
at actual cost.
per WSDOT Travel Regulations.
Otak Actuate Not to Exceed( ANTE)
Page 3 of 3
Exhibit D- 1 Consultant Fee Determination - Summary Sheet
Lump Sum, Cost Plus Fixed Fee, Cost Per Unit of Work) Project: Allender Road Bridge Replacement, Cowlitz County
Direct Salary Cost( DSC):
cost
Rate
Labor Hours
Classification
13, 140. 75
PIC/ Sr. PM Civil
175
x
75 09
Civil Engineer VI
108
x
47. 79
5, 161. 32 5, 181. 78
IV
134
x
38. 67
Tech VI
129
x
40 07
5, 169. 03
48
x
77. 59
3, 724 32
152
x
49. 45
7, 516. 40
Civil Engineer
Engineering
PIC/ Sr. PM Civil Civil
VII
Engineer
311
x
30. 82
9, 585. 02
Civil Engineer IX
28
x
61. 36
1, 718. 08
Civil Engineer X
16
x
64. 35
1, 029. 60
Civil Engineer VII
214
x
49. 10
10, 507. 40
Civil Engineer III
220
x
34. 99
7, 697. 80
178
x
30. 14
5, 364. 92
38
x
23. 69
900. 22
Engineering
Engineering
Designer
Designer
III
III
Admin Assist
Project Scientist
V
177
x
51. 04
9, 03427
Scientist
II
225
x
27. 70
6, 232. 72
228
x
43. 74
Environmental
Specialist
9, 972. 95
Total DSC
101, 936. 58
Overhead ( OH Cost Including Salary Additives): OH Rate x DSC of
173. 31%
x
101,
936. 58
176, 666. 28
30. 00%
x
101, 936. 58
30, 580. 97
Fee Fee Rate
x
DSC of
Reimbursables Mileage,
Reproducibles,
1, 265. 16
Misc
1, 265. 16
Total Reimbursables
Subconsultant
Costs
Geotechnical EngineeringCultural-
Archaeological
44, 313. 00
RhinoOne ( DBE)
7, 307. 00
Investigations NW Total Subconsultent
DOT Form
Date
By
140- 089 EF Exhibit
Revised 6/ 05
-
51, 620. 00
362, 069. 00
Grand Total
Prepared
Costs
E- 1
I I
IIIIIII
IIII
i
I
I
I I I
f E
Exhibit E
Sub- consultant Cost Computations If no sub-consultant participation listed at this time. The CONSULTANT shall not sub- contract for the performance of any work under this AGREEMENT without prior written permission of the AGENCY. Refer to section VI" Sub- Contracting" of this AGREEMENT.
Agreement Number__.
Local Agency A& E Professional Services Negotiated
Hourly Rate Consultant
Agreement
Revised
0210112021
Ank Transportation Sul[ dtnq T' t} R1, wle Park Aver, Lie 1, E
Washington State
v.
Department
of Transportation
P(,
B-) A 47300
Oympsa.
WA 98504
730ri
380. 705- 7000 M
1 800. 833
6388
WWW wsdn1. we. W4
May 26, 2021 Rajiv Ali, Owner Rhino One, LLC 12308 NE 56`'' St, Ste H 07 Vancouver, Re:
WA 98682- 6453
Rhino One, LLC Safe Harbor Indirect Cost Rate Extension
Dear Mr. Ali:
Washington State has received approval from our local Federal Highway Administration( FHWA) Division to continue administering the" safe harbor" indirect cost rate program on engineering and design related service contracts, as well as for Local Public Agency projects. We completed our risk assessment for Rhino One, LLC in October 2016. Our assessment was
conducted based on the documentation provided by the firm. The reviewed data included, but was not
limited to, a description of the company, basis of accounting, accounting system and the basis of indirect costs. Based on our review, we found the firm eligible to use the Safe Harbor rate. Rhino One opted to use the Safe Harbor rate, rather than provide a FAR- compliant rate. Based on further review and discussion with the firm, we are issuing an extension of the Safe Harbor Indirect Cost Rate of 110%
of direct labor with a field rate, where
applicable,
of 80% of direct labor for
Rhino One.
Rhino One agreed to improve Internal Controls and timekeeping processes to be able to develop an Indirect Cost Rate Schedule in the future in accordance with the Federal Acquisition Regulations( FAR),
Subpart 31. The WSDOT Internal Audit Office has provided guidance and information related to FARs and the AASHTO Audit Guide.
You may
use
the Safe Harbor
Rate of 110%,
or 80%
for field office
situations, for agreements entered prior to June 30, 2022. For agreements entered after this date, please contact the WSDOT Consultant Services Office( CSO) or our office for guidance. The Safe Harbor Rate will not be subject to audit. Please coordinate with CSO or your Local Programs
contact if you have questions about when to apply the Safe Harbor rate to your agreement. If you have any questions, please contact Steve McKerney or me at( 360) 705- 7003. Sincerely, cz
Scha
ilee
ary
ey, CPP`A-
Agreement Compliance Audit Manager cc:
Steve McKerney, Director of Internal Audit Larry Schofield, MS 47323 File
Rhineene 4r%,I"
IF OTF(+
in, i. Actuals Not To Exceed Table( ANTE)
WSDOT Agreement:
Cowlitz County Allender Road Bridge Rhino One LLC 12308
NE S6th Street Unit 1107
Vancouver,
Staff Name
Job Classifications
Prinupal Geotechn,
cal
Senior
pavement
Pro
Geotechnical
ect
Pavement Geotechrncal
Field
pneer
En
Fnee'
Engineering Staff cian
Technician
Gealo
Ra
Ali
iv
Skykler
Engineering Staff
Staff Engineering CAD 7echn.
En
Engineer
ist
Chaney
Christina lames
Levi
Hemberry
Amundsen
Good
Washington
98682
Direct
overhead
Fixed Fee
labor Rate
rM*
NTE
NTEe
110. 0096
30. 00%
AN 111ch1shre How1N
g
Rate NTE 169
49
570. 62
77- 60
S21. 19
560. 00
566 DO
518- 00
5144 Do
547
552
514. 25
5114 DO
71
101 71 S96 40
50
25
S42. 38
546. 62
S36. 00
39
50
SIO- 80
12
Pete,
Hughes
S45. 20
49
72
SI3. S6
108 48
Devin
Blackshere
S33
36. 66
10. 00
S79 99 S72 00
Wayne Wolfe
33
S30 00
00
9. 00
0-00
0. 00
0 00
SO- DO
0. 00
SO DO
SO- DO
0.00
O. DD
So. oD
0. 00
50 00 SD oD
S33
0. 00
S0. 00
SO. DO
so. 00
0 00
soon
0 00
SO DO
0. 00
50. 00
5000
00
0. 00
SOW
0. 00
5000
S0 00
50. 00
50. 00
0 DO
5000
SO OD
5o Do
SO. 00
So- 00
5000
SD 001111111111
S0. 00
S0. 00
5D Qo
0. 00
5D. 00
50- oo
Saw
5000
50 DO
SO 00
50. 00
0
Co.*
e C—
VY
Road
MM
d14pe
Rhino One
v
C6
wNtz
County•
ROG 2020
e< $
11141.
w
I
y
41 1WF
i
52 5 3
Loboneng
T
23
45
IIN 40 $
Lu/ telal
TOTAL LABOR •
E3IPENSE6
79
4
6
6
4
3P
is
4
42
4
20
ConsukMion
6
42
5
Enp
and
Deow
90% and
Roadway Drafting-
Final
TOTAL-
D11u3de
Sarrlcaa
12URS
AAMN- 1 $
exponsom
rod
5 2
Vd
Laulee
4 hauns Dnu
Sub
5
Leba.
T
m
and E
Cawd
Tolr
Q Omy Task
pH. sbWkal
resistivity,
nr
r
u, mm,.
asa.
r.....
mmide
4 640
612. 466
70
7, 621
12
70
7. 972
7 972
45
45
3. 600
UAW
$
4, 493 $
4639
SO
25, 222
$
19, 090
544, 312
500
76
4
300
7
2
1
92
1, 750
2
650
14250
40
6401
1
6
750
125
6
750
1
4
100
300
2
750
2
21
ARlwlg
CvmA
SuisTnW(
Toed
516, TD0
nseiroa
li/ 41n
L
jua
aulphalse and chlorldes, wa
61, 573 514 250
Too 1
5, 21
Fop k4mqtV, o of
amy
7 FOo
Fbq L2. d.W3 nand
S'.
a"
52, 604 $
5M
40 wales S.
Two
510. 944
Cost
a SI
ode
Traftic
1, 573 4. 450
F
TWZ Cantmi
vola
14 46
1562 2. 542
IInN Subeurfra
P"
1
1 2
TOTAL
w....
Labor DONra
tld
anq Rappnnamumme
and Radom
54
er•
w
Subsurface Embrslom
Ressomh
51
aw
Total
Labor Hours
Eapanar
3
GEOTECHNICAL and PAVEMENT DESIGN SERVICES
TaskS
on
Told
Allandar Rood lrW"
Shear
Tests
TeekS
isorriceswexpen"
1
460
31
SI
T
00
r..+
a a.•.
nov
w.
a
AMNIL
T//
Development
Washington State Department of Transportation
Division
December 28, 2020 Archaeological 601
Officers
Vancouver,
Subject:
Services,
LLC
Row WA 98661
Acceptance
FYE 2019 ICR— Audit Office Review
Dear Alexander Gall:
Transmitted herewith is the WSDOT Audit Office' s memo of" Acceptance" of your firm' s FYE 2019 Indirect Cost Rate ( ICR) of 107. 48% of direct labor. This rate will be
applicable for WSDOT Agreements and Local Agency Contracts in Washington only.
This rate may be subject to additional review if considered necessary by WSDOT. Your ICR must be updated
on an annual
basis.
Costs billed to agreements/ contracts will still be subject to audit of actual costs, based on the terms and conditions of the respective agreement/ contract. This
was
not
a
cognizant
review.
Any other entity contracting with your firm is
responsible for determining the acceptability of the ICR. If you have any questions, feel free to contact our office at( 360) 705- 7019 or via email ronsuitantrates( a. wsdot. wa. P-o%.
Regards;
Jonson, Erik t•-
-
Dec 28 2020 11 : 26 AM c0sl8n
ERIK K. JONSON Contract
EKJ: ah
Services Manager
ARCHAEOLOGICAL
LLC
SERVICES
ARCHAEOLOUCAL
Indirect Cost Rates for FYE 2019
Profit Discipline
or
Hourlyoverhead
Job Title
@3o%
Cap
Rate
Principal
Investi
Professional
ator
$
44. 6
s35• 00
$
37. 62
Archaeologist
Project Manager, Field supervisor, etc.)
Research
41. 27
Historian/ Archaeologist
z
o
sz .
ofFHour
hourly
107. 48%
rate
38
$
8. 01
10. 50
$
83. 12
s12.
$
z6
s55. 81
s7. 0 01
Specialist( e. g. cartographer, lithic analyst, Faunal analyst, GIS, etc.)
Office Coordinator
1 .
Laboratory Coordinator Archaeolo
ical Technician
Archaeological
Technician
Archaeological Technician
s35. 00
6
s37. 62
$
10. 50
s21. 12
$
o
s6. 00
$
sz . 6
s6. 6o
$
zo. 001. o
z
22. 00
z
s
r$
1
$
z .
z
s&
18
46. 66
$
23. 65s6. 6o
22. 00
z .
s83. 12
z. z5
4.
o
z. z
s6
1
wil CULTURAL RESOURCE SURVEY SCOPE/ ESTIMATE/
CONTRACT
Cultural Resources Survey of the Allender Road Bridge Replacement Project, Cowlitz County, Washington Prepared
for:
OTAK
Douglas Sarkkinen I Principal 700 Washington
Street, Suite 300 '
Vancouver, WA 98660
Cell: 360. 990. 4193
May 27, 2021
PROJECT UNDERSTANDING
Cowlitz County is proposing a project to replace a bridge over Stillwater Creek on Allender Road in northern Cowlitz County. The bridge is the middle of three crossings that Allender Road has over
Stillwater Creek. According to the engineering firm, the area of potential effect( APE) will be 400 feet long by 100 feet wide along the roadway with a 150- foot by 60- foot area along the creek, which will receive habitat restoration. This puts the APE at a little under 1 acre. Allender Road will be re- aligned as part of this project.
The project is receiving funding through the Washington Dept. of Transportation( WSDOT) from the Federal Highway Administration ( FHWA) and will also require a permit from the U. S. Army Corps of Engineers ( USACE), thereby making the project a federal undertaking. As such, the project is subject to review under Section 106 of the National
Historic Preservation
Act( NHPA) of 1966, which
mandates that federal agencies consider the effects of their undertakings on historic properties,
including archaeological sites that are listed on, or eligible for listing on, the National Register of Historic Places( NRHP). ASCC assumes that WSDOT will take the lead for the Section 106, acting on behalf of FHWA.
The survey proposed here, will satisfy a portion of the Section 106 process, as codified in 36CFR 800. 4, with the goal being to inventory any historic properties that are within the APE and assess the project' s potential to adversely affect them. If historic properties, including archaeological materials, are found, additional work to determine significance ( i.e. NRHP eligibility) may be required, which is not
included
in this scope.
ASSUMPTIONS
By the time of fieldwork, the APE for the project will have been established through consultation between WSDOT and interested parties, including the Department of Archaeology and Historic Preservation ( DAHP) The APE is confined to the footprint for construction
activities and does not include an APE for
indirect effect( visual, noise, etc.). No archaeological
sites have been recorded within the current APE
The field survey and excavation of shovel test probes do not require a permit from DAHP If at any time human remains are encountered, work will cease, and notification of
affected parties will proceed as directed by RCW 27. 44
1. SCOPE OF WORK
Archaeological Services, LLC ( ASCC) shall agree to be responsible for the following tasks: a)
Conduct a records review to determine if cultural resources have been previously identified in the project area and to provide historical context for the project area.
b)
Carry out consultation on an as- needed basis with project proponent, relevant agencies and affected Tribes. This consultation does not take the place of the lead federal agency' s government- to- government
c)
responsibilities
under Section 106.
Conduct a field investigation consisting of a systematic surface and subsurface investigation. The subsurface investigation may entail the excavation of up to five ( 5) shovel test probes STPs) at the discretion of the Field Director. STPs consist of cylindrical holes excavated by shovel that are 40- 50 cm in diameter and excavated to at least 50cm below ground surface. All excavated soil will be screened through nested 1/ 4- inch and 1/ 8- inch screen to recover
artifacts. To test deeper sediments, ASCC may auger a selection of STPs with a 6- inch bucket auger.
d)
Prepare a draft report for client review stating the proposed project and the methods and results of the research and field investigation.
e)
Finalize the report and associated documents in based on reviewer comments.
2. DELIVERABLE ITEMS
The deliverable items under this Agreement are: a)
One draft and one final report with the results of the cultural resources survey of the APE
meeting the reporting guidelines of DAHP and meeting the documentation standards of Section 106. b)
Project maps, photographs, and GIS data showing the project area, excavation location( s),
and any cultural resources located during the investigation. c)
d)
Recommendations for further work or project avoidance areas, if warranted by findings.
If required, any cultural resource inventory forms resulting from the survey investigation.
2
3. ESTIMATED COSTS* The total estimated cost to complete this
7, 306.97. See next page for cost breakdowns. The cost rates presented below are a certified indirect cost rate ( ICR) approved by WSDOT for Local Agency Agreements. project is$
This cost is assumed to be a not-to- exceed cost. ASCC will track time and materials carefully and only invoice for actual time and materials spent on completing the tasks in the scope of work. Please be aware that these estimated costs are based on information currently
available. Requests made by consulting parties, unexpected findings in the field, or changes in project scope may necessitate a revision of these costs. For example, if archaeological materials are identified, additional costs will be attached for the completion of each necessary Washington State Archaeological Site or Isolate Form or a Historic Property Form 350. 00/ form).
3
Cost Breakdown
Table:
Allender Road Bridge Project Area Cultural Resources Survey 5/ 27/ 12021 Task
On- going project
with Client, USACE, DAHP, and
consultation
Tribes
as
appropriate
Background
Mobilization/
Estimated
Billing
Hours
Rate/ Hr
6
98. 01
588. 06
III
8
64. 71
517. 68
Archaeologist 1
2
47. 50
95. 00
Driver'
6
47. 50
285. 00
III
14
64. 71
905. 94
Archaeologist II
0
52. 25
0. 00
2
83. 12
166. 24
Personnel
Research
Demobilization
Travel Time'
Principal Investigator
Archaeologist
Archaeologist
Cultural
resource
field survey of APE ( est. excavation of up to 5 STPs
Billable Amount
Professional Archaeologist
GPS/ GIS Data Management
Archaeologist III
4
64. 71
258. 94
Graphics Preparation
Archaeologist III
5
64. 71
323. 55
2
83. 12
166. 24
2
98. 01
196. 02
48
64. 71
3, 106. 08
2
46. 66
93. 32
Total
6, 701. 97
Site Form Prep. Or Updates
Professional Archaeologist
Principal Report
Preparation
Investigator Archaeologist
Administrative
Office
III
Coordinator
Additional
Expenses
Unit Cost
Cost
Est. Units
Mileage*
0. 575
400
Lodging( 3 crew, 2 nights)
$
230. 00
125. 00
0
0. 00
Per Diem
55. 00
0
0.00
SHPO Site Inventory Form( if needed)
375. 00
1
375. 00
Due to COVID protocols, crew may need to drive separately to site
NTE
Total
$
7, 306. 97
4
Exhibit F - Title V/ Assurances Appendix A & E APPENDIX
A
During the performance of this contract, the contractor, for itself, its assignees, and successors in interest(
1.
hereinafter
referred
to as the " contractor")
agrees as follows:
Compliance with Regulations: The contractor( hereinafter includes consultants) will comply with the Acts
and the Regulations relative to Non- discrimination in Federally- assisted programs of the U. S. Department of as they may be amended from time to time, which
Transportation, ( Title of Modal Operating Administration),
are herein incorporated by reference and made a part of this contract. 2. Non- discrimination: The contractor, with regard to the work performed by it during the contract, will not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor will not participate directly or indirectly in the discrimination prohibited by the Acts and the Regulations, including employment practices
when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR Part 21. Include Modal Operating Administration specific program requirements.] 3.
Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding, or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or
supplier will be notified by the contractor of the contractor' s obligations under this contract and the Acts and the Regulations relative to Non- discrimination on the grounds of race, color, or national origin.[ Include Modal Operating Administration specific program requirements.] 4.
Information and Reports: The contractor will provide all information and reports required by the Acts, the Regulations, and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Recipient or the ( Title of Modal
Operating Administration) to be pertinent to ascertain compliance with such Acts, Regulations, and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the contractor will so certify to the Recipient or the ( Title ofModal Operating Administration), 5.
as appropriate, and will set forth what efforts it has made to obtain the information.
Sanctions for Noncompliance:
In the event of a contractor' s noncompliance with the Non- discrimination
provisions of this contract, the Recipient will impose such contract sanctions as it or the ( Title ofModal Operating Administration) may determine to be appropriate, including, but not limited to: a.
b.
withholding payments to the contractor under the contract until the contractor complies; and/or cancelling, terminating, or suspending a contract, in whole or in part.
6. Incorporation of Provisions: The contractor will include the provisions of paragraphs one through six in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts, the Regulations and directives issued pursuant thereto. The contractor will take action with respect to any
subcontract or procurement as the Recipient or the( Title ofModal Operating Administration) may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the contractor may request the Recipient to enter into any litigation to protect the interests of the Recipient. In
addition, the contractor may request the United States to enter into the litigation to protect the interests of the United States.
Agreement Number
Local Agency A& E Professional Services Negotiated
Hourly Rate Consultant Agreement
Revised 0210112021
Exhibit F - Title VI Assurances Appendix A & E APPENDIX
E
During the performance of this contract, the contractor, for itself, its assignees, and successors in interest hereinafter
referred to as the " contractor")
agrees to comply with the following non- discrimination statutes
and authorities; including but not limited to: Pertinent won- Discrimination Authorities: Title VI of the Civil Rights discrimination The Uniform
the
on
Act of 1964 ( 42 U. S. C. § 2000d et seq., 78 stat. 252), ( prohibits
basis of race, color, national
Relocation
Assistance and Real
origin);
and 49 CFR Part 21.
Property Acquisition
Policies
Act of 1970, ( 42 U. S. C. §
4601), (
prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal- aid programs and projects); Federal- Aid Highway Act of 1973, ( 23 U. S. C. § 324 et seq.), ( prohibits discrimination on the basis of sex);
Section
504 of the Rehabilitation Act of 1973, ( 29 U. S. C. §
discrimination
on
the
794 et seq.),
as amended, ( prohibits
basis of disability); and 49 CFR Part 27;
The Age Discrimination Act of 1975,
et seq.), (
prohibits discrimination
and Airway Improvement Act of 1982, ( 49 USC § 471, Section 47123),
as amended, ( prohibits
as
amended, ( 42 U. S. C. § 6101
on the basis of age); Airport
discrimination based on race, creed, color, national origin, or sex); The Civil Rights Restoration
Act of 1987, ( PL 100- 209), ( Broadened
the scope, coverage
applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination
and
Act of 1975 and
Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms " programs or activities" to include all of the programs or activities of the Federal- aid recipients, sub- recipients and
contractors, whether such programs or activities are Federally funded or not);
Titles 11 and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of
disability in the operation of public entities, public and private transportation systems, places of public accommodation,
and
certain
testing
entities (
42 U. S. C. §§
12131- 12189) as implemented by
Department of Transportation regulations at 49 C. F. R. parts 37 and 38; The Federal
Aviation
Administration'
s
Non- discrimination
statute ( 49
U. S. C. § 47123) ( prohibits
discrimination on the basis of race, color, national origin, and sex);
Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low- Income Populations, which ensures discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or
environmental effects on minority and low- income populations; Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited
English proficiency ( LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs ( 70 Fed. Reg. at 74087 to 74100);
Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities ( 20 U. S. C. 1681 et seq).
Local Agency A& E Professional Negotiated
Services
Hourly Rate Consultant
Agreement
Agreement Number_ Revised 02/ 01/ 2021
Exhibit G
Certification Document Exhibit G- I( a)
Certification
Exhibit G- 1( b)
Certification of Agency Official
Exhibit G- 2
Certification Covered
of Consultant
Regarding Debarment,
Suspension and Other
Responsibility Matters - Primary
Transactions
Exhibit G- 3
Certification Regarding the Restrictions of the Use of Federal Funds for Lobbying
Exhibit G- 4
Certificate of Current Cost or Pricing Data
Local
Agency AAE Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised O210112021
Number
Exhibit G- 1( a) Certification
of Consultant
I hereby certify that I am the and duly authorized representative of the firm of Otak, Inc. whose
address
is
700 Washington Suite 300, Vancouver, WA 98660 and that neither the above firm nor I have a)
Employed or retained for a commission, percentage, brokerage, contingent fee, or other consideration,
any firm or person ( other than a bona fide employee working solely for me or the above CONSULTANT) to solicit or secure this AGREEMENT;
b)
Agreed, as an express or implied condition for obtaining this contract, to employ or retain the services of
any firm or person in connection with carrying out thisAGREEMENT; or c)
Paid, or agreed to pay, to any firm, organization or person ( other than a bona fide employee working solely for me or the above CONSULTANT) any fee, contribution, donation, or consideration of any kind
for, or in connection with, procuring or carrying out this AGREEMENT; except as hereby expressly stated ( ifany); Washington
State Department
of Transportation
T acknowledge that this certificate is to be furnished to the and
the
Federal
Highway
Administration,
U. S.
Department of Transportation
in connection
with this
AGREEMENT involving participation of Federal- aid highway funds, and is subject to applicable State and Federal laws, both criminal and civil.
Otak, Inc. Consultant(
Finn Name)
r`
Signature( Authorized
Official
of Consultant)
Local Agency AAE Professional Negotiated
Date
Services
Hourly Rate Consultant
Agreement
Agreement Number Revised 0210112021
Exhibit G- 1( b) Certification of I hereby certify that I am the: x Director Other of the Cowlitz
County Department of Public Works, and
Otak, Inc.
or its representative has not been required, directly or indirectly as an express or implied condition in connection with obtaining or carrying out this AGREEMENT to: a)
Employ or retain, or agree to employ to retain, any firm or person; o
b)
Pay, or agree to pay, to any firm, person, or organization, any consideration of any kind; except as hereby expressly stated( if any):
fee,
contribution,
donation,
or
I acknowledge that this certificate is to be furnished to the Washington State Department of Transportation and
the
Federal
AGREEMENT
Highway Administration, U. S. Department of Transportation, in connection with this involving participation of Federal- aid highway funds, and is subject to applicable State and
Federal laws, both criminal and civil.
J_'_ Signature
I
1i
Local Agency A& E Professional Services Negotiated Hourly Rate Consultant Agreement
z
Date
Agreement Number Revised 0210112021
Exhibit G- 2 Certification Regarding Debarment Suspension and Other Responsibility Matters - Primary Covered I.
Transactions
The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals:
A. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; B.
Have not within a three ( 3) year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining,
attempting
to
obtain,
or
performing
a
public (
Federal,
State,
or
local)
transaction
or
contract under a public transaction; violation of Federal or State anti- trust statues or commission of
embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; C.
Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity Federal, State, or local) with commission of any of the offenses enumerated in paragraph ( 1)( b) of this certification; an
D.
Have not within
a
three (
3) year
period preceding
this application /
proposal had one or more public
transactions ( Federal, State and local) terminated for cause or default. U.
Where the prospective primary participant is unable to certify to any of the statements in this certification such prospective participant shall attach an explanation to this proposal.
Otak, Inc. Consultant(
Signature(
Firm Name)
Authorized
Official
of Consultant)
Date
Local Agency A& E Professional Services Negotiated
Hourly Rate Consultant
Agreement
Agreement Revised 0210112021
Number
Exhibit G- 3 Certification Regarding the Restrictions of the Use of Federal Funds for Lobbying The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: 1.
No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any
person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or any employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative AGREEMENT, and the extension, continuation, renewal, amendment, or modification of Federal contract, grant, loan or cooperative AGREEMENT. 2.
If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection
with this Federal contract, grant, loan or cooperative AGREEMENT, the undersigned shall complete and submit
Standard
Form -
LLL, " Disclosure
Form
to
Report
Lobbying,"
in
accordance
with
its
instructions.
This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or
entering into this transaction imposed by Section 1352, Title 31, U. S. Code. Any person who fails to file the require certification
shall
be subject to
a
civil penalty of not less than $ 10, 000. 00, and not more than
100, 000. 00 for each such failure.
The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier sub- contracts, which exceed 100, 000 and that all such sub- recipients shall certify and disclose accordingly.
Otak, Inc. Consultant( Finn Name)
Signature(
Local
Authorized
Official of Consultant)
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Date
Agreement Revised 0210112021
Number
Exhibit G- 4 Certification of Current Cost or Pricing Data This is to certify that, to the best of my knowledge and belief, the cost or pricing data ( as defined in section of the Federal Acquisition Regulation ( FAR) and required under FAR subsection 15. 403- 4) submitted, either
actually or by specific identification in writing, to the Contracting Officer or to the Contracting Officer' s representative
in support of
tt1e
Allender
are accurate, complete, and current
Road erk* e Replacement Project
as of A40 2M. 2Wt
This certification includes the cost or pricing data supporting any advance AGREEMENT' s and forward pricing rate AGREEMENT' s between the offer or and the Government that are part of the proposal. Firm: Otak, Inc.
Principal Signature
Title
Date of Execution
identify the proposal, quotation, request for pricing adjustment, or other submission involved, giving the appropriate identifying number( e g. project title.)
Insert the day, month, and year, when price negotiations were concluded and price AGREEMENT was reached Insert the day, month, and year, of signing, which should be as close as practicable to the date when the price negotiations were concluded and the contract price was agreed to.
Local Agency A& E Professional Negotiated
Agreement Number
Services
Hourly Rate Consultant
Agreement
Revised 0210112021
Exhibit H
Liability Insurance Increase To Be Used Only If Insurance Requirements Are increased
The professional liability limit of the CONSULTANT to the AGENCY identified in Section XII, Legal Relations and Insurance of this Agreement is amended to $
The CONSULTANT shall provide Professional Liability insurance with minimum per occurrence limits in the amount of$
Such insurance coverage shall be evidenced by one of the following methods: Certificate of Insurance
Self-insurance through an irrevocable Letter of Credit from a qualified financial institution
Self-insurance through documentation of a separate fund established exclusively for the payment of professional liability claims, including claim amounts already reserved against the fund, safeguards established for payment from the fund, a copy of the latest annual financial statements, and disclosure of the investment portfolio for those
funds.
Should the minimum Professional Liability insurance limit required by the AGENCY as specified above exceed 1 million per occurrence or the value of the contract, whichever is greater, then justification shall be submitted to the Federal Highway Administration ( FHWA) for approval to increase the minimum insurance limit.
If FHWA approval is obtained, the AGENCY may, at its own cost, reimburse the CONSULTANT for the additional professional liability insurance required. Notes:
Cost of added
insurance
requirements: $
Include all costs, fee increase, premiums. This cost shall not be billed against an FHWA funded project. For final contracts,
include
this exhibit
Agreement Number
Local Agency A& E Professional Services Negotiated Hourly Rate Consultant Agreement
Revised 0210112021
Exhibit I
Alleged Consultant Design Error Procedures The purpose of this exhibit is to establish a procedure to determine if a consultant has alleged design error is of a nature that exceeds the accepted standard of care. In addition, it will establish a uniform method
for the
resolution and/ or cost recovery procedures in those instances where the agency believes it has suffered some material damage due to the alleged error by the consultant.
Step 1 Potential Consultant Design Error(s) is Identified by Agency' s Project Manager At the
first
indication
of potential
consultant
design
error( s),
the first step in the process is for the
Agency' s project manager to notify the Director of Public Works or Agency Engineer regarding the potential design error( s). For federally funded projects, the Region Local Programs Engineer should be informed and involved in these procedures. ( Note: The Director of Public Works or Agency Engineer
may appoint an agency staff person other than the project manager, who has not been as directly involved in the project, to be responsible for the remaining steps in these procedures.) Step 2 Project Manager Documents the Alleged Consultant Design Error(s) After discussion
of the alleged design
error( s)
and the
magnitude
of the alleged
error( s),
and with the
Director of Public Works or Agency Engineer' s concurrence, the project manager obtains more detailed documentation than is normally required on the project. Examples include all decisions and descriptions of work, photographs, records of labor, materials, and equipment. Step 3 Contact the Consultant Regarding the Alleged Design Error( s)
If it is determined that there is a need to proceed further, the next step in the process is for the project manager to contact the consultant regarding the alleged design error( s) and the magnitude of the alleged The project manager and other appropriate agency staff should represent the agency and the consultant should be represented by their project manager and any personnel ( including sub- consultants) error( s).
deemed appropriate
for the alleged design error( s) issue.
Step 4 Attempt to Resolve Alleged Design Error with Consultant
After the meeting( s) with the consultant have been completed regarding the consultant' s alleged design error( s),
there are three possible scenarios:
It is determined
via
mutual
agreement
design
that there is not a consultant
error( s).
If this is the case,
then the process will not proceed beyond this point. It is determined via mutual agreement that a consultant design error( s) occurred. If this is the case,
then the Director of Public Works or Agency Engineer, or their representatives, negotiate a settlement with the consultant. The settlement would be paid to the agency or the amount would be reduced
from the consultant' s agreement with the agency for the services on the project in which the design error took place. The agency is to provide LP, through the Region Local Programs Engineer, a summary of the settlement for review and to make adjustments,
if any, as to how the settlement
affects federal reimbursements. No further action is required. There
is not
a
mutual
agreement regarding
the alleged
consultant
design
error( s).
The consultant may
request that the alleged design error( s) issue be forwarded to the Director of Public Works or Agency
Engineer for review. If the Director of Public Works or Agency Engineer, after review with their legal counsel, is not able to reach mutual agreement with the consultant, proceed to Step 5.
Local Agency A& E Professional Negotiated
Hourly
Agreement Number
Services
Rate Consultant
Agreement
Revised 0210112021
Step 5 Forward Documents to Local Programs
For federally funded projects, all available information, including costs, should be forwarded through the Region Local Programs Engineer to LP for their review and consultation with the FHWA. LP will meet with representatives
of the agency and the consultant
to review
the alleged design
error( s),
and attempt to
find a resolution to the issue. If necessary, LP will request assistance from the Attorney General' s Office for legal interpretation. LP will also identify how the alleged errors) affects eligibility of project costs for federal
reimbursement.
If mutual agreement is reached, the agency and consultant adjust the scope of work and costs to reflect the agreed upon resolution. LP, in consultation with FHWA, will identify the amount of federal participation in the agreed upon resolution of the issue.
If mutual agreement is not reached, the agency and consultant may seek settlement by arbitration or by litigation.
Agreement Number
Local Agency A& E Professional Services Negotiated
Hourly Rate Consultant Agreement
Revised 0210112021
Exhibit J
Consultant Claim Procedures purpose of this
exhibit
following procedures
should
The
is
to
only
describe be
a
utilized
procedure on
regarding
consultant
claim( s)
claims
greater
on a consultant than $
1, 000.
agreement.
The
If the consultant' s
1, 000 or less, it would not be cost effective to proceed through the outlined steps. It is suggested that the Director of Public Works or Agency Engineer negotiate a fair and reasonable price for the claim( s)
total
consultant'
a $
s claim( s)
that total $
1, 000 or less.
This exhibit will outline the procedures to be followed by the consultant and the agency to consider a potential claim by the consultant.
Step 1 Consultant Files a Claim with the Agency Project Manager
If the consultant determines that they were requested to perform additional services that were outside of the agreement' s scope of work, they may be entitled to a claim. The first step that must be completed is the request for consideration of the claim to theAgency' s project manager. The consultant' s claim must outline the following: Summation of hours by classification
for each firm that is included in the claim
Any correspondence that directed the consultant to perform the additional work; Timeframe of the additional work that was outside of the project scope;
Summary of direct labor dollars, overhead costs, profit and reimbursable costs associated with the additional
work; and
Explanation as to why the consultant believes the additional work was outside of the agreement scope of work.
Step 2 Review by Agency Personnel Regarding the Consultant' s Claim for Additional Compensation After the consultant has completed step 1, the next step in the process is to forward the request to the
Agency' s project manager. The project manager will review the consultant' s claim and will met with the Director of Public Works or Agency Engineer to determine if the Agency agrees with the claim. If the FHWA is participating in the project' s funding, forward a copy of the consultant' s claim and the Agency' s recommendation for federal participation in the claim to the WSDOT Local Programs through the Region Local Programs Engineer. If the claim is not eligible for federal participation, payment will need to be from agency funds.
If the Agency project manager, Director of Public Works or Agency Engineer, WSDOT Local Programs if
applicable),
and FHWA ( if applicable) agree with the consultant' s claim, send a request memo,
including backup documentation to the consultant to either supplement the agreement, or create a new agreement for the claim. After the request has been approved, the Agency shall write the supplement and/ or new agreement and pay the consultant the amount of the claim. Inform the consultant that the
final payment for the agreement is subject to audit. No further action in needed regarding the claim procedures.
If the Agency does not agree with the consultant' s claim, proceed to step 3 of the procedures.
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negodated
Agreement Revised
O210112021
Number
Step 3 Preparation of Support Documentation Regarding Consultant' s Claim( s) If the Agency does not agree with the consultant' s claim, the project manager shall prepare a summary for the Director of Public Works or Agency Engineer that included the following: Copy of information supplied by the consultant regarding the claim; Agency' s summation of hours by classification for each firm that should be included in the claim Any correspondence that directed the consultant to perform the additional work; Agency' s summary of direct labor dollars, overhead costs, profit and reimbursable costs associate with the additional
work;
Explanation regarding those areas in which the Agency does/ does not agree with the consultant' s claim( s);
Explanation
to describe
Recommendations
Step 4 Director
what has been
instituted
to preclude
future consultant
claim( s);
and
to resolve the claim.
of Public
Works
or Agency
Engineer
Reviews
Consultant
Claim
and Agency
Documentation
The Director of Public Works or Agency Engineer shall review and administratively approve or disapprove the claim, or portions thereof, which may include getting Agency Council or Commission approval (
as
appropriate
to
agency
dispute
resolution
procedures).
If the project involves federal
participation, obtain concurrence from WSDOT Local Programs and FHWA regarding final settlement
of the claim. If the claim is not eligible for federal participation, payment will need to be from agency funds.
Step 5 Informing Consultant of Decision Regarding the Claim The Director of Public Works or Agency Engineer shall notify ( in writing) the consultant of their final decision
regarding
the consultant' s claim( s).
Include the final dollar amount of the accepted claim( s) and
rationale utilized for the decision.
Step 6 Preparation of Supplement or New Agreement for the Consultant' s Claim( s)
The agency shall write the supplement and/ or new agreement and pay the consultant the amount of the claim. Inform the consultant that the final payment for the agreement is subject to audit
Local Agency A& E Professional Services Negotiated
Hourly Rate Consultant
Agreement
Agreement Number Revised 0210112021
Local Agency A& E Professional Services
Negotiated Hourly Rate Consultant Agreement Agreement Number: Firm/ Organization
Legal Name ( do not use dba' s):
Otak, Inc. Address
Federal
700 Washington
Street, Suite 300 Vancouver,
Aid
Number
WA 98660
UBI Number
Federal TIN
91 - 1324129 Execution Date
Completion Date
12/ 31/ 2023 1099 Form Required Yes Project
Federal
Participation
Yes
No
No
Title
Allender Road Bridge Replacement
Project
Description of Work
Provide engineering and environmental services to complete the design and construction of the replacement bridge on Allender Road in Cowlitz County including; technical investigations, engineering design; support of real property services; environmental permitting and construction engineering support.
Yes
No DBE Participation
Yes
No MBE Participation
Yes
No WBE Participation
Yes
No SBE Participation
Maximum Amount Payable:$
362, 069. 00
Index of Exhibits Exhibit A
Scope of Work
Exhibit B
DBE Participation
Exhibit C
Preparation and Delivery of Electronic Engineering and Other Data
Exhibit
Prime Consultant
D
Cost Computations
Exhibit E
Sub- consultant Cost Computations
Exhibit
Title VI Assurances
F
Exhibit G
Certification
Exhibit
I.
Alleged Consultant Design Error Procedures
Exhibit
J
Consultant Claim Procedures
Local
Documents
Agency A& E Professional Services
Negotiated
Hourly Rate Consultant
Agreement
Agreement Revised
0210112021
Number Page I of 34
THIS AGREEMENT, AGREEMENT,
between
hereinafter called AGREEMENT,
the "
and entered into
made
the
shown
in the " Execution Date"
box
on
page
one (
1)
of this
on
page
one (
1)
of this
Cowlitz County and
AGENCY,"
hereinafter
as
the "
Firm /
Organization
Name"
referenced
called the " CONSULTANT."
WHEREAS, the AGENCY desires to accomplish the work referenced in " Description of Work" on page one ( 1) of this AGREEMENT and hereafter called the " SERVICES;"
required
commitment
and
therefore
deems
it
advisable
and does not have sufficient staff to meet the and
desirable
to
engage
the
assistance
of a
CONSULTANT to provide the necessary SERVICES; and WHEREAS, the CONSULTANT represents that they comply with the Washington State Statutes relating to professional registration, if applicable, and has signified a willingness to furnish consulting services to the AGENCY.
NOW, THEREFORE, in consideration of the terms, conditions, covenants, and performance contained herein, or attached and incorporated and made a part hereof, the parties hereto agree as follows:
I.
General Description of Work
The work under this AGREEMENT shall consist of the above- described SERVICES as herein defined, and
necessary to accomplish the completed work for this project. The CONSULTANT shall furnish all services, labor, and related equipment and, if applicable, sub- consultants and subcontractors necessary to conduct and complete the SERVICES as designated elsewhere in this AGREEMENT.
II.
General Scope of Work
The Scope of Work and
projected
level of effort
required
for these
SERVICES
is described
in Exhibit "
A"
attached hereto and by this reference made a part of this AGREEMENT. The General Scope of Work was developed utilizing performance based contracting methodologies.
III.
General Requirements
All aspects of coordination of the work of this AGREEMENT with outside agencies, groups, or individuals shall receive advance approval by the AGENCY. Necessary contacts and meetings with agencies, groups, and/ or individuals shall be coordinated through the AGENCY. The CONSULTANT shall attend coordination, progress,
and presentation meetings with the AGENCY and/ or such State, Federal, Community, City, or County officials,
groups or individuals as may be requested by the AGENCY. The AGENCY will provide the CONSULTANT sufficient notice prior to meetings requiring CONSULTANT participation. The minimum required hours or days' notice shall be agreed to between the AGENCY and the CONSULTANT and shown in Exhibit" A."
The CONSULTANT shall prepare a monthly progress report, in a form approved by the AGENCY, which will outline in written and graphical form the various phases and the order of performance of the SERVICES in sufficient detail so that the progress of the SERVICES can easily be evaluated.
The CONSULTANT, any sub- consultants, and the AGENCY shall comply with all Federal, State, and local laws, rules, codes, regulations, and all AGENCY policies and directives, applicable to the work to be performed under this AGREEMENT. This AGREEMENT shall be interpreted and construed in accordance with the laws of the State of Washington.
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised
0210112021
Number Page 2 of 34
for Disadvantaged
Participation
Business
Enterprises ( DBE)
SBE), if required,
Small Business Enterprises (
or
per 49 CFR Part 26, shall be shown on the heading of this AGREEMENT. If DBE firms are utilized at the commencement of this AGREEMENT, the amounts authorized to each firm and their certification number will be
shown
on
Exhibit ` B"
CONSULTANT regulation
is,
a
attached hereto and by this reference made part of this AGREEMENT. If the Prime
DBE
certified
outlined in the AGENCY'
total amount of this AGREEMENT. perform
a minimum
firm they
s"
must
DBE Program
comply
with
Participation
It is recommended,
the
Commercial
Plan"
and perform
Useful
Function (
CUF)
of 30% of the
a minimum
but not required, that non- DBE Prime CONSULTANTS
of 30% of the total amount of this AGREEMENT.
In the absents of a mandatory DBE goal, a voluntary SBE goal amount of ten percent of the Consultant Agreement is established. The Consultant shall develop a SBE Participation Plan prior to commencing work.
Although the goal is voluntary, the outreach efforts to provide SBE maximum practicable opportunities are not. The CONSULTANT, on a monthly basis, shall enter the amounts paid to all firms ( including Prime) involved with
this
into
AGREEMENT
the
wsdot.
diversitycompliance.
com
Payment
program.
information
shall
identify any DBE Participation. All Reports, PS& E materials, and other data furnished to the CONSULTANT by the AGENCY shall be returned. All
electronic
All
designs,
files,
prepared by the CONSULTANT, must meet the requirements Preparation and Delivery of Electronic Engineering and other Data." drawings,
documents,
and
work
as
outlined
in Exhibit " C
including all electronic files, prepared by the CONSULTANT prior to completion or termination of this AGREEMENT are instruments of service for these SERVICES, and are the property of the AGENCY. Reuse by the AGENCY or by others, specifications,
other
products,
acting through or on behalf of the AGENCY of any such instruments of service, not occurring, as a part of this SERVICE, shall be without liability or legal exposure to the CONSULTANT. Any and all notices or requests required under this AGREEMENT shall be made in writing and sent to the
other party by ( i) certified mail, return receipt requested, or( ii) by email or facsimile, to the address set forth below: If to AGENCY:
If to CONSULTANT:
Name:
Christopher Andrews
Name:
Douglas
Agency:
Cowlitz County Public Works
Agency:
Address:
1600 - 13th Avenue South
Address:
Otak, Inc. 700 Washington Street, Suite 300
City:
Kelso
State: WA
Zip:
Email:
AndrewsC@co. cowlitz. wa. us
Phone:
( 360) 577- 3030
98626
Vancouver
State:
WA
Zip:
98660
douglas. sarkkinen@otak. com Phone: ( 360) 990- 4193 Email:
Facsimile:
IV.
City:
Sarkkinen
Facsimile:
Time for Beginning and Completion
The CONSULTANT shall not begin any work under the terms of this AGREEMENT until authorized in writing by the AGENCY. All work under this AGREEMENT shall conform to the criteria agreed upon detailed in the
AGREEMENT documents. These SERVICES must be completed by the date shown in the heading of this AGREEMENT
titled" Completion Date."
The established completion time shall not be extended because of any delays attributable to the CONSULTANT, but may be extended by the AGENCY in the event of a delay attributable to the AGENCY, or because of
unavoidable delays caused by an act of GOD, governmental actions, or other conditions beyond the control of the CONSULTANT. A prior supplemental
AGREEMENT
issued by the AGENCY is required to extend the
established completion time.
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised
0210112021
Number Page 3 of 14
V.
Payment Provisions
The CONSULTANT
shall be paid by the AGENCY
for completed
SERVICES
rendered
under this
AGREEMENT as provided hereinafter. Such payment shall be full compensation for SERVICES performed or SERVICES rendered and for all labor, materials, supplies, equipment, and incidentals necessary to complete
SERVICES. The CONSULTANT shall conform to all applicable portions of 48 CFR Part 31 ( www. ecfr. gov). A.
Hourly Rates: Hourly rates are comprised and Fee ( Profit).
of the following elements - Direct( Raw) Labor, Indirect Cost Rate,
The CONSULTANT shall be paid by the AGENCY for work done, based upon the
negotiated
hourly rates shown in Exhibits " D" and " E" attached hereto and by reference made part of this AGREEMENT. These negotiated hourly rates will be accepted based on a review of the CONSULTANT' s direct labor rates and indirect cost rate computations and agreed upon fee. The accepted negotiated rates shall
be
in
memorialized
final
a
acknowledgment
written
between
the
Such final written
parties.
acknowledgment shall be incorporated into, and become a part of, this AGREEMENT. The initially accepted negotiated
shall
rates
be
applicable
from
approval
the
date,
as
memorialized
in
a
final
written
acknowledgment, to 180 days following the CONSULTANT' s fiscal year end( FYE) date. The direct (
labor
raw)
rates
and
classifications,
for each subsequent twelve (
renegotiations
as
shown
on
Exhibits " D"
shall be subject
and " E"
to
12) month period ( 180 days following FYE date to 180 days
following FYE date) upon written request of the CONSULTANT or the AGENCY. The written request must
be made to the other party within ninety ( 90) days following the CONSULTANT' s FYE date. If no such written request is made, the current direct( raw) labor rates and classifications as shown on Exhibits " D" and
E" will remain in effect for the twelve( 12) month period. Conversely, if a timely request is made in the manner set forth above, the parties will commence negotiations to determine
the new direct ( raw)
labor rates and
classifications
that will be applicable for the twelve ( I2
month period. Any agreed to renegotiated rates shall be memorialized in a final written acknowledgment between the parties. Such final written acknowledgment shall be incorporated into, and become a part of, this AGREEMENT. If requested, the CONSULTANT shall provide current payroll register and classifications to aid in negotiations. If the parties cannot reach an agreement on the direct( raw) labor rates and classifications,
the AGENCY shall perform an audit of the CONSULTANT' s books and records to determine the CONSULTANT'
s
actual
The
costs.
audit
findings
will
establish
the
direct ( raw)
labor
rates
and
classifications that will applicable for the twelve ( 12) month period. The fee as identified in Exhibits " D" and " E" shall represent a value to be applied throughout the life of the AGREEMENT.
The CONSULTANT shall submit annually to the AGENCY an updated indirect cost rate within 180 days of the close of its fiscal year. An approved updated indirect cost rate shall be included in the current fiscal year
rate under this AGREEMENT, even if/when other components of the hourly rate are not renegotiated. These rates will be applicable for the twelve ( 12) month period. At the AGENCY' s option, a provisional and/ or
conditional indirect cost rate may be negotiated_ This provisional or conditional indirect rate shall remain in effect until the updated indirect cost rate is completed and approved. Indirect cost rate costs incurred during
the provisional or conditional period will not be adjusted. The CONSULTANT may request an extension of the last approved indirect cost rate for the twelve ( 12) month period. These requests for provisional indirect cost rate and/ or extension will be considered on a case- by- case basis, and if granted, will be memorialized in a final written acknowledgment.
The CONSULTANT
shall maintain and have accessible i. e.,
direct
( raw)
support data for verification and
of the components
fee ( profit)
of The
hourly percentage. CONSULTANT shall bill each employee' s actual classification, and actual salary plus indirect cost rate plus the
rates,
labor,
indirect
cost
rate,
fee.
Local
Agency A& E Professional
Agreement
Services
Negotiated Hourly Rate Consultant Agreement
Revised
0210112021
Number Page 4 of 14
A.
Direct
Non- Salary
Costs:
Direct Non- Salary Costs will be reimbursed at the actual cost to the CONSULTANT. These charges may include, but are not limited to, the following items: travel, printing, long distance telephone,
supplies,
computer
charges,
and fees of sub- consultants.
Air or train travel will be
reimbursed only to lowest price available, unless otherwise approved by the AGENCY. The CONSULTANT
shall comply with the rules and regulations regarding travel costs ( excluding air, train, and rental car costs) in accordance
with the WSDOT'
s
Accounting Manual M 13- 82, Chapter 10— Travel Rules and Procedures, and
all revisions thereto. Air, train, and rental card costs shall be reimbursed in accordance with 48 Code of Federal Regulations (
CFR)
Part 31. 205- 46 " Travel
Costs."
The billing for Direct Non- salary Costs shall include an itemized listing of the charges directly identifiable with these SERVICES. The CONSULTANT shall maintain the original supporting documents in their office. Copies of the original supporting documents shall be supplied to the STATE upon request. All above charges must be necessary for the SERVICES
provided under this AGREEMENT. B.
Maximum Amount Payable: The Maximum Amount Payable by the AGENCY to the CONSULTANT under this AGREEMENT shall not exceed the amount shown in the heading of this AGREEMENT on page one 1.) The Maximum Amount Payable does not include payment for extra work as stipulated in section XIII, Extra Work." No minimum amount payable is guaranteed under this AGREEMENT.
C.
Monthly Progress Payments: Progress payments may be claimed on a monthly basis for all costs authorized in A and B above. Detailed statements shall support the monthly billings for hours expended at the rates established in Exhibit " D," including names and classifications of all employees, and billings for all direct non- salary expenses. To provide a means of verifying the billed salary costs for the CONSULTANT' s employees, the AGENCY may conduct employee interviews. These interviews may consist of recording the names, titles, salary rates, and present duties of those employees performing work on the SERVICES at the time of the interview.
D. Final Payment. Final Payment of any balance due the CONSULTANT of the gross amount earned will be made promptly upon its verification by the AGENCY after the completion of the SERVICES under this
AGREEMENT, contingent upon receipt of all PS& E, plans, maps, notes, reports, electronic data, and other related documents, which are required to be furnished under this AGREEMENT. Acceptance of such Final Payment
shall constitute a release of all claims for payment, which the by the CONSULTANT CONSULTANT may have against the AGENCY unless such claims are specifically reserved in writing and
transmitted to the AGENCY by the CONSULTANT prior to its acceptance. Said Final Payment shall not, however, be a bar to any claims that the AGENCY may have against the CONSULTANT or to any remedies the AGENCY may pursue with respect to such claims.
The payment of any billing will not constitute agreement as to the appropriateness of any item and at the time of final audit all required adjustments will be made and reflected in a final payment. In the event that such final
audit
reveals
an
overpayment
to
the
CONSULTANT,
the
CONSULTANT
will
refund
such
overpayment to the AGENCY within thirty ( 30) calendar days of notice of the overpayment. Such refund
shall not constitute a waiver by the CONSULTANT for any claims relating to the validity of a finding by the AGENCY Procedures,"
of overpayment.
Per
WSDOT' s " Audit
Guide
for
Consultants,"
Chapter
23 " Resolution
the CONSULTANT has twenty (20) working days after receipt of the final Post Audit to begin
the appeal process to the AGENCY for audit findings E. Inspection of Cost Records: The CONSULTANT and their sub- consultants shall keep available for inspection by representatives of the AGENCY and the United States, for a period of six ( 6) years after receipt
of final payment, the cost records and accounts pertaining to this AGREEMENT and all items related to or bearing upon these records with the following exception: if any litigation, claim or audit arising out of, in connection with, or related to this AGREEMENT is initiated before the expiration of the six ( 6) year period, the cost records and accounts shall be retained until such litigation, claim, or audit involving the records is
completed. An interim or post audit may be performed on this AGREEMENT. The audit, if any, will be performed by the State Auditor, WSDOT' s Internal Audit Office and / or at the request of the AGENCY' s Project Manager. Local
Agency A& E Professional
Negotiated
Agreement Number
Services
Hourly Rate Consultant Agreement
Revised
0210112021
Page 5 of 14
VI.
Sub- Contracting
The AGENCY permits subcontracts for those items of SERVICES as shown in Exhibit " A" attached hereto and by this reference made part of this AGREEMENT.
The CONSULTANT shall not subcontract for the performance of any SERVICE under this AGREEMENT without prior written permission of the AGENCY. No permission for subcontracting shall create, between the AGENCY and sub- consultant, any contract or any other relationship. Compensation
for this sub- consultant
shall be based
SERVICES
on
the
cost factors
shown
on
Exhibit "
E"
attached hereto and by this reference made part of this AGREEMENT. The SERVICES of the sub- consultant shall not exceed its maximum amount payable identified in each sub consultant cost estimate unless a prior written approval has been issued by the AGENCY.
All reimbursable direct labor, indirect cost rate, direct non- salary costs and fee costs for the sub- consultant shall be
negotiated
and
substantiated
in
accordance
with
section
V " Payment
Provisions"
herein and shall be
memorialized in a final written acknowledgment between the parties
All subcontracts shall contain all applicable provisions of this AGREEMENT, and the CONSULTANT shall each sub- consultant or subcontractor, of any tier, to abide by the terms and conditions of this AGREEMENT. With respect to sub- consultant payment, the CONSULTANT shall comply with all applicable require
sections of the STATE' s Prompt Payment laws as set forth in RCW 39. 04. 250 and RCW 39. 76. 011. The CONSULTANT,
sub- recipient, or sub- consultant shall not discriminate
on the basis of race, color, national
origin, or sex in the performance of this AGREEMENT. The CONSULTANT shall carry out applicable requirements
of 49 CFR Part 26 in the award and administration
of DOT- assisted contracts. Failure by the
CONSULTANT to carry out these requirements is a material breach of this AGREEMENT, which may result in the termination of this AGREEMENT or such other remedy as the recipient deems appropriate.
VII.
Employment
The CONSULTANT
and
Organizational
Conflict
of
Interest
warrants that they have not employed or retained any company or person, other than a
bona fide employee working solely for the CONSULTANT, to solicit or secure this contract, and that it has not paid or agreed to pay any company or person, other than a bona fide employee working solely for the CONSULTANT, any fee, commission, percentage, brokerage fee, gift, or any other consideration, contingent upon or resulting from the award or making of this contract. For breach or violation of this warrant, the
AGENCY shall have the right to annul this AGREEMENT without liability or, in its discretion, to deduct from this AGREEMENT price or consideration or otherwise recover the full amount of such fee, commission, percentage, brokerage fee, gift, or contingent fee.
Any and all employees of the CONSULTANT or other persons while engaged in the performance of any work or services required of the CONSULTANT under this AGREEMENT, shall be considered employees of the
CONSULTANT only and not of the AGENCY, and any and all claims that may arise under any Workmen' s Compensation Act on behalf of said employees or other persons while so engaged, and any and all claims made by a third party as a consequence of any act or omission on the part of the CONSULTANT' s employees or other
persons while so engaged on any of the work or services provided to be rendered herein, shall be the sole obligation and responsibility of the CONSULTANT.
The CONSULTANT shall not engage, on a full- or part-time basis, or other basis, during the period of this AGREEMENT, any professional or technical personnel who are, or have been, at any time during the period of this AGREEMENT, in the employ of the United States Department of Transportation or the AGENCY, except
regularly retired employees, without written consent of the public employer of such person if he/ she will be working on this AGREEMENT for the CONSULTANT. Agreement
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Number:
Agreement Revised
0210112021
Number Page 6 of 14
VIII.
Nondiscrimination
During the performance of this AGREEMENT, the CONSULTANT, for itself, its assignees, sub- consultants, subcontractors and successors in interest, agrees to comply with the following laws and regulations: Title VI of the Civil Rights
Civil Rights Restoration Act of 1987 ( Public Law
Act of 1964
100- 259)
42 U. S. C. Chapter 21 Subchapter V §
American with Disabilities Act of 1990 ( 42
2000d through 2000d- 4a)
U. S. C. Chapter 126 §
Federal- aid Highway Act of 1973 ( 23 U. S. C. Chapter 3 § 324)
23 CFR Part 200
Rehabilitation Act of 1973
49 CFR Part 21
29 U. S. C. Chapter 16 Subchapter V §
49 CFR Part 26
794)
12101 et. seq.)
RCW 49. 60. 180
Age Discrimination Act of 1975 ( 42 U. S. C. Chapter 76 § 6101
et. seq.)
In relation to Title VI of the Civil Rights Act of 1964, the CONSULTANT is bound by the provisions of Exhibit F"
attached hereto and by this reference made part of this AGREEMENT, and shall include the attached
Exhibit " F"
in every sub- contract, including procurement of materials and leases of equipment, unless exempt by the Regulations or directives issued pursuant thereto. IX.
Termination of Agreement
The right is reserved by the AGENCY to terminate this AGREEMENT at any time with or without cause upon ten ( 10) days written notice to the CONSULTANT.
In the event this AGREEMENT is terminated by the AGENCY, other than for default on the part of the CONSULTANT, a final payment shall be made to the CONSULTANT for actual hours charged at the time of
termination of this AGREEMENT, plus any direct non- salary costs incurred up to the time of termination of this AGREEMENT. No
payment
shall
be
made
for any SERVICES
completed
after
ten (
10)
days following receipt by the
CONSULTANT of the notice to terminate. If the accumulated payment made to the CONSULTANT prior to Notice of Termination exceeds the total amount that would be due when computed as set forth in paragraph two 2) of this section, then no final payment shall be due and the CONSULTANT shall immediately reimburse the AGENCY for any excess paid.
If the services of the CONSULTANT are terminated by the AGENCY for default on the part of the CONSULTANT, the above formula for payment shall not apply.
In the event of a termination for default, the amount to be paid to the CONSULTANT shall be determined by the AGENCY with consideration given to the actual costs incurred by the CONSULTANT in performing SERVICES to the date of termination, the amount of SERVICES originally required which was satisfactorily completed to date of termination, whether that SERVICE is in a form or a type which is usable to the AGENCY
at the time of termination, the cost to the AGENCY of employing another firm to complete the SERVICES required and the time which may be required to do so, and other factors which affect the value to the AGENCY of the SERVICES performed at the time of termination. Under no circumstances shall payment made under this
subsection exceed the amount, which would have been made using the formula set forth in paragraph two ( 2) of this section.
If it is determined for any reason, that the CONSULTANT was not in default or that the CONSULTANT' s failure to perform is without the CONSULTANT' s or its employee' s fault or negligence, the termination shall be deemed to be a termination for the convenience
of the AGENCY. In such an event, the CONSULTANT
would be
reimbursed for actual costs in accordance with the termination for other than default clauses listed previously. Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement
Revised 0210112021
Number Page 7 of 14
The CONSULTANT shall, within 15 days, notify the AGENCY in writing, in the event of the death of any member, partner, or officer of the CONSULTANT or the death or change of any of the CONSULTANT' s
supervisory and/ or other key personnel assigned to the project or disaffiliation of any principally involved CONSULTANT
employee.
The CONSULTANT
shall
also
notify the AGENCY, in writing, in the event of the
sale
or transfer
of 50%
or
more of the beneficial ownership of the CONSULTANT within 15 days of such sale or transfer occurring. The CONSULTANT
shall
continue
to
be
obligated
to
complete
the
SERVICES
under
the
terms
of this
AGREEMENT unless the AGENCY chooses to terminate this AGREEMENT for convenience or chooses to
renegotiate any term(s) of this AGREEMENT. If termination for convenience occurs, final payment will be made to the CONSULTANT as set forth in the second and third paragraphs of this section.
Payment for any part of the SERVICES by the AGENCY shall not constitute a waiver by the AGENCY of any remedies of any type it may have against the CONSULTANT for any breach of this AGREEMENT by the CONSULTANT, or for failure of the CONSULTANT to perform SERVICES required of it by the AGENCY. Forbearance of any rights under the AGREEMENT will not constitute waiver of entitlement to exercise those rights with respect to any future act or omission by the CONSULTANT. Changes of Work
X.
The CONSULTANT
shall make such changes and revisions in the completed work of this AGREEMENT
as
necessary to correct errors appearing therein, without additional compensation thereof. Should the AGENCY
find it desirable for its own purposes to have previously satisfactorily completed SERVICES or parts thereof changed or revised, the CONSULTANT shall make such revisions as directed by the AGENCY. This work shall be considered as Extra Work and will be paid for as herein provided under section XIII" Extra Work." XI.
Disputes
Any disputed issue not resolved pursuant to the terms of this AGREEMENT shall be submitted in writing within 10 days to the Director of Public Works or AGENCY Engineer, whose decision in the matter shall be final and
binding on the parties of this AGREEMENT; provided however, that if an action is brought challenging the Director of Public Works or AGENCY Engineer' s decision, that decision shall be subject to judicial review. If the parties to this AGREEMENT mutually agree, disputes concerning alleged design errors will be conducted under
the procedures
found in Exhibit " J".
In the event that either party deem it necessary to institute legal
action or proceeding to enforce any right or obligation under this AGREEMENT, this action shall be initiated in
the Superior Court of the State of Washington, situated in the county in which the AGENCY is located. The parties hereto agree that all questions shall be resolved by application of Washington law and that the parties have the right of appeal from such decisions of the Superior Court in accordance with the laws of the State of
Washington. The CONSULTANT hereby consents to the personal jurisdiction of the Superior Court of the State of Washington, situated in the county in which the AGENCY is located. XII.
Legal Relations
The CONSULTANT, any sub- consultants, and the AGENCY shall comply with all Federal, State, and local laws, rules, codes, regulations and all AGENCY policies and directives, applicable to the work to be performed under this AGREEMENT.
This AGREEMENT
shall be interpreted and construed in accordance with the laws
of the State of Washington.
The CONSULTANT shall defend, indemnify, and hold the State of Washington ( STATE) and the AGENCY and their officers and employees harmless from all claims, demands, or suits at law or equity arising in whole or in part from the negligence of, or the breach of any obligation under this AGREEMENT by, the CONSULTANT or the CONSULTANT' s agents, employees, sub consultants, subcontractors or vendors, of any
tier, or any other persons for whom the CONSULTANT may be legally liable; provided that nothing herein shall require a CONSULTANT Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised 0210112021
Number Page 8 of 14
to defend or indemnify the STATE and the AGENCY and their officers and employees against and hold harmless the STATE and the AGENCY and their officers and employees from claims, demands or suits based
solely upon the negligence of, or breach of any obligation under this AGREEMENT by the STATE and the AGENCY, their agents, officers, employees, sub- consultants, subcontractors or vendors, of any tie , or any other
persons for whom the STATE and/ or the AGENCY may be legally liable; and provided further that if the claims by or result from the concurrent negligence of ( a) the CONSULTANT or the CONSULTANT' s agents, employees, sub- consultants, subcontractors or vendors, of any tier, or any other persons for whom the CONSULTANT is legally liable, and ( b) the STATE and/ or AGENCY, their agents, or
suits
are
caused
officers, employees, sub- consultants, subcontractors and or vendors, of any tier, or any other persons for whom the STATE and/or AGENCY may be legally liable, the defense and indemnity obligation shall be valid and enforceable only to the extent of the CONSULTANT' s negligence or the negligence of the CONSULTANT' s
agents, employees, sub- consultants, subcontractors or vendors, of any tier, or any other persons for whom the CONSULTANT may be legally liable. This provision shall be included in any AGREEMENT between CONSULTANT and any sub- consultant, subcontractor and vendor, of any tier.
The CONSULTANT shall also defend, indemnify, and hold the STATE and the AGENCY and their officers and employees harmless from all claims, demands, or suits at law or equity arising in whole or in part from the alleged patent or copyright infringement or other allegedly improper appropriation or use of trade secrets, patents, proprietary information, know- how, copyright rights or inventions by the CONSULTANT or the CONSULTANT' s agents, employees, sub- consultants, subcontractors or vendors, of any tier, or any other persons for whom the CONSULTANT may be legally liable, in performance of the Work under this AGREEMENT or arising out of any use in connection with the AGREEMENT of methods, processes, designs, information or other items furnished or communicated
to STATE and/ or the AGENCY, their agents, officers and
employees pursuant to the AGREEMENT; provided that this indemnity shall not apply to any alleged patent or copyright infringement or other allegedly improper appropriation or use of trade secrets, patents, proprietary information, know- how, copyright rights or inventions resulting from STATE and/ or AGENCY' S, their agents',
officers and employees' failure to comply with specific written instructions regarding use provided to STATE and/ or AGENCY, their agents, officers and employees by the CONSULTANT, its agents, employees, subconsultants, subcontractors or vendors, of any tier, or any other persons for whom the CONSULTANT may be legally liable. The CONSULTANT' s relation to the AGENCY shall be at all times as an independent contractor.
Notwithstanding any determination by the Executive Ethics Board or other tribunal, the AGENCY may, in its sole discretion, by written notice to the CONSULTANT terminate this AGREEMENT if it is found after due notice and examination by the AGENCY that there is a violation of the Ethics in Public Service Act, Chapter 42. 52 RCW; or any similar statute involving the CONSULTANT in the procurement of, or performance under, this AGREEMENT.
The CONSULTANT specifically assumes potential liability for actions brought by the CONSULTANT' s own or employees its agents against the STATE and/ or the AGENCY and, solely for the purpose of this
indemnification and defense, the CONSULTANT specifically waives any immunity under the state industrial insurance law, Title 51 RCW. The Parties have mutually negotiated this waiver. Unless otherwise
specified
in this AGREEMENT,
the AGENCY
shall be responsible
for administration
of
construction contracts, if any, on the project. Subject to the processing of a new sole source, or an acceptable
supplemental AGREEMENT, the CONSULTANT shall provide On- Call assistance to the AGENCY during contract administration. By providing such assistance, the CONSULTANT shall assume no responsibility for proper construction techniques, job site safety, or any construction contractor' s failure to perform its work in accordance with the contract documents.
The CONSULTANT shall obtain and keep in force during the terms of this AGREEMENT, or as otherwise required, the following insurance with companies or through sources approved by the State Insurance Commissioner pursuant to Title 48 RCW. Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised 0210112021
Number Page 9 of 14
Insurance Coverage
A. Worker' s compensation and employer' s liability insurance as required by the STATE. B.
Commercial general liability insurance written under ISO Form CG 00 01 12 04 or its equivalent with minimum limits of one million dollars ($ 1, 000, 000. 00) per occurrence and two million dollars
2, 000,000.00) in the aggregate for each policy period. C.
Business auto liability insurance written under ISO Form CG 00 01 10 01 or equivalent providing coverage for any" Auto" ( Symbol 1) used in an amount
less than
not
a one
million
dollar($ 1, 000, 000. 00) combined
single limit for each occurrence.
Excepting the Worker' s Compensation Insurance and any Professional Liability Insurance, the STATE and
AGENCY, their officers, employees, and agents will be named on all policies of CONSULTANT and any suband/ or
consultant
subcontractor
as
an
additional
insured ( the " AIs"),
with
no
restrictions
or limitations
concerning products and completed operations coverage. This coverage shall be primary coverage and noncontributory and any coverage maintained by the AIs shall be excess over, and shall not contribute with, the additional
insured
coverage
required
hereunder.
The CONSULTANT' s and the sub- consultant' s and/ or
subcontractor' s insurer shall waive any and all rights of subrogation against the AIs. The CONSULTANT shall furnish the AGENCY with verification of insurance and endorsements required by this AGREEMENT. The AGENCY reserves the right to require complete, certified copies of all required insurance policies at any time. All insurance shall be obtained from an insurance company authorized to do business in the State of Washington.
The CONSULTANT
shall submit a verification
of insurance
as outlined above within fourteen ( 14)
without
thirty ( 30) days prior notice to the
days of the execution of this AGREEMENT to: Name:
Christopher Andrews
Agency:
Cowlitz County Public Works
Address:
1600 - 13th Avenue South
City:
Kelso
Zip: 98626
AndrewsC@co. cowlitz.wa.us
Email: Phone:
State: WA
(
360) 577- 3030
Facsimile: No
cancellation
of
the
foregoing policies
shall
be
effective
AGENCY.
The CONSULTANT' s professional liability to the AGENCY, including that which may arise in reference to section IX " Termination of Agreement" of this AGREEMENT, shall be limited to the accumulative amount of the authorized
AGREEMENT
dollars ($ 1, 000, 000. 00),
whichever is greater, unless the limit of liability is increased by the AGENCY pursuant to Exhibit H. In no case shall the CONSULTANT' s professional or
one
million
liability to third parties be limited in any way. The parties enter into this AGREEMENT for the sole benefit of the parties, and to the exclusion of any third
part, and no third party beneficiary is intended or created by the execution of this AGREEMENT. The AGENCY will pay no progress payments under section V " Payment Provisions" until the CONSULTANT
has fully complied with this section. This remedy is not exclusive; and the AGENCY may take such other action as is available to it under other provisions of this AGREEMENT, or otherwise in law.
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Number Revised 0210112021
Page 10 of 14
XIII.
Extra Work
A. The
AGENCY
any time,
at
may
by
written
make changes within the general scope of this
order,
AGREEMENT in the SERVICES to be performed. B.
If any such change causes an increase or decrease in the estimated cost of, or the time required for,
performance of any part of the SERVICES under this AGREEMENT, whether or not changed by the order, or otherwise affects any other terms and conditions of this AGREEMENT, the AGENCY shall make an adjustment in the: ( 1)
equitable
amount payable; (
maximum
2) delivery or completion schedule, or both; and
3) other affected terms and shall modify this AGREEMENT accordingly. C.
The CONSULTANT
must
submit
for equitable
any " request
adjustment,"
hereafter referred to as " CLAIM,"
under this clause within thirty ( 30) days from the date of receipt of the written order. However, if the AGENCY decides that the facts justify it, the AGENCY may receive and act upon a CLAIM submitted before final payment of this AGREEMENT. D. Failure
to
to
agree
any
shall be
adjustment
a
dispute
the
under
XI " Disputes"
section
clause. However,
nothing in this clause shall excuse the CONSULTANT from proceeding with the AGREEMENT as changed. E.
and conditions of paragraphs ( A.) and ( B.) above, the maximum amount payable
Notwithstanding the terms
for this AGREEMENT, shall not be increased or considered to be increased except by specific written supplement to this AGREEMENT.
XIV.
Endorsement
of Plans
If applicable, the CONSULTANT shall place their endorsement on all plans, estimates, or any other engineering data furnished by them. XV.
Federal Review
The Federal Highway Administration shall have the right to participate in the review or examination of the SERVICES in progress. XVI.
Certification of the Consultant and the Agency
Attached
hereto
Exhibit "
G- 2"
Exhibit " G- 1( a and b)"
as
Certification
Regarding
Covered Transactions, Exhibit " G- 3"
Lobbying
and Exhibit " G- 4"
AGREEMENT' s AGREEMENT'
s
CONSULTANT, listed
in
section
are the Certifications
Debarment,
Suspension
of the CONSULTANT and Other
Responsibility
and the AGENCY, Matters -
Primary
Certification Regarding the Restrictions of the Use of Federal Funds for of Current Cost or Pricing Data. Exhibit " G- 3" is required only in thousand dollars ($ 100, 000. 00) and Exhibit " G- 4" is required only in
Certificate
hundred
over
one
over
five hundred
and submitted III " General
thousand dollars ($ 500, 000. 00.)
with the master Requirements"
AGREEMENT,
These Exhibits must be executed by the
and returned
to the AGENCY
at the address
prior to its performance of any SERVICES under this
AGREEMENT.
XVIL
Complete Agreement
This document and referenced attachments contain all covenants, stipulations, and provisions agreed upon by the parties. No agent, or representative of either parry has authority to make, and the parties shall not be bound by or be liable for, any statement, representation, promise or agreement not set forth herein. No changes, amendments, or modifications of the terms hereof shall be valid unless reduced to writing and signed by the parties as a supplement to this AGREEMENT. XVIII.
Execution and Acceptance
This AGREEMENT may be simultaneously executed in several counterparts, each of which shall be deemed to be an original having identical legal effect. The CONSULTANT does hereby ratify and adopt all statements, representations, warranties, covenants, and AGREEMENT' s contained in the proposal, and the supporting
material submitted by the CONSULTANT, and does hereby accept this AGREEMENT and agrees to all of the terms and conditions Local
thereof.
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised
0210112021
Number Page 11
of 14
XIX.
Protection of Confidential
Information
The CONSULTANT acknowledges that some of the material and information that may come into its possession
or knowledge in connection with this AGREEMENT or its performance may consist of information that is exempt from disclosure to the public or other unauthorized persons under either chapter 42. 56 RCW or other local,
or
state,
federal
State' s Confidential
statutes ("
Information").
The " State' s Confidential Information"
includes, but is not limited to, names, addresses, Social Security numbers, e- mail addresses, telephone numbers, financial profiles credit card information, driver' s license numbers, medical data, law enforcement records ( or STATE and AGENCY source code or object code, STATE
any other information identifiable to an individual),
and AGENCY security data, non-public Specifications, STATE and AGENCY non-publicly available data, proprietary software, STATE and AGENCY security data, or information which may jeopardize any part of the project that relates to any of these types of information. The CONSULTANT agrees to hold the State' s Confidential Information in strictest confidence and not to make use of the State' s Confidential Information for
any purpose other than the performance of this AGREEMENT, to release it only to authorized employees, subconsultants or subcontractors requiring such information for the purposes of carrying out this AGREEMENT, and not to release, divulge, publish, transfer, sell, disclose, or otherwise make it known to any other party without the AGENCY' s express written consent or as provided by law. The CONSULTANT agrees to release such
information
or
material
only
to
employees,
sub- consultants or subcontractors who have signed a
nondisclosure AGREEMENT, the terms of which have been previously approved by the AGENCY. The CONSULTANT agrees to implement physical, electronic, and managerial safeguards to prevent unauthorized access to the State' s Confidential
Information.
Immediately
or
AGENCY'
s
upon option:
expiration (
i)
termination
of this
AGREEMENT,
the
certify to the AGENCY that the CONSULTANT
CONSULTANT
shall,
at
the
has destroyed all of the State' s
Confidential Information; or ( ii) returned aft of the State' s Confidential Information to the AGENCY; or ( iii)
take whatever other steps the AGENCY requires of the CONSULTANT to protect the State' s Confidential Information.
As required under Executive Order 00- 03, the CONSULTANT shall maintain a log documenting the following:
the State' s Confidential Information received in the performance of this AGREEMENT; the purpose( s) for which the State' s Confidential Confidential
Information;
and
Information the
final
was received; disposition
who received, of
the
State' s
maintained, Confidential
and used the State' s Information.
CONSULTANT' s records shall be subject to inspection, review, or audit upon reasonable
The
notice from the
AGENCY.
The AGENCY reserves the right to monitor, audit, or investigate the use of the State' s Confidential Information
collected, used, or acquired by the CONSULTANT through this AGREEMENT. The monitoring, auditing, or investigating may include, but is not limited to, salting databases. Violation of this section by the CONSULTANT
or its sub- consultants or subcontractors may result in
termination of this AGREEMENT and demand for return of all State' s Confidential Information, monetary
damages, or penalties
It is understood and acknowledged that the CONSULTANT may provide the AGENCY with information, which is proprietary and/ or confidential during the term of this AGREEMENT. The parties agree to maintain the
confidentiality of such information during the term of this AGREEMENT and afterwards. All materials containing such proprietary and/ or confidential information shall be clearly identified and marked as Confidential"
and shall be returned to the disclosing party at the conclusion of the SERVICES under this
AGREEMENT.
Local Agency A& E Professional Negotiated
Agreement Number
Services
Hourly Rate Consultant Agreement
Revised
0210112021
Page 12 of 14
The CONSULTANT confidential soon
as
shall provide the AGENCY with a list of all information and materials it considers
and/ or proprietary
such confidential
not meant to include
in nature: ( a) at the commencement of the term of this AGREEMENT, or ( b) as
proprietary material is developed. " Proprietary and/ or confidential information" is information which, at the time of its disclosure: ( i) is already known to the other party; any or
ii) is rightfully disclosed to one of the parties by a third party that is not acting as an agent or representative for other party; ( iii) is independently developed by or for the other party; ( iv) is publicly known; or ( v) is
the
generally
utilized
by unaffiliated
third parties
engaged
in the same
business
or businesses
as the
CONSULTANT.
The parties also acknowledge that the AGENCY is subject to Washington State and federal public disclosure
laws. As such, the AGENCY shall maintain the confidentiality of all such information marked proprietary and or confidential or otherwise exempt, unless such disclosure is required under applicable state or federal law. If a
public disclosure request is made to view materials identified as " Proprietary and/ or confidential information" or
otherwise exempt information, the AGENCY will notify the CONSULTANT of the request and of the date that such records will be released to the requester unless the CONSULTANT obtains a court order from a court of
competent jurisdiction enjoining that disclosure. If the CONSULTANT fails to obtain the court order enjoining disclosure, the AGENCY will release the requested information on the date specified.
The CONSULTANT agrees to notify the sub- consultant of any AGENCY communication regarding disclosure that
include
may
a
sub- consultant'
s
proprietary
and/ or
confidential
information.
The
CONSULTANT
notification to the sub- consultant will include the date that such records will be released by the AGENCY to the requester and state that unless the sub- consultant obtains a court order from a court of competent jurisdiction enjoining that disclosure the AGENCY will release the requested information. If the CONSULTANT and/ or
sub-consultant fail to obtain a court order or other judicial relief enjoining the AGENCY by the release date, the CONSULTANT shall waive and release and shall hold harmless and indemnify the AGENCY from all claims of actual
or
alleged
consultants'
XX.
damages,
liabilities,
or costs
associated
with the AGENCY' s said disclosure
of sub-
information.
Records Maintenance
During the progress of the Work and SERVICES provided hereunder and for a period of not less than six ( 6) years from the date of final payment to the CONSULTANT, the CONSULTANT shall keep, retain, and
maintain all " documents" pertaining to the SERVICES provided pursuant to this AGREEMENT. Copies of all documents"
pertaining to the SERVICES provided hereunder shall be made available for review at the s place of business during normal working hours. If any litigation, claim, or audit is commenced, the CONSULTANT shall cooperate with AGENCY and assist in the production of all such CONSULTANT'
documents. "
Documents"
shall be retained until all litigation, claims or audit findings have been resolved even
though such litigation, claim, or audit continues past the six ( 6) year retention period. For purposes of this AGREEMENT, "
documents" means every writing or record of every type and: description,
including electronically stored information (" ESP'), that is in the possession, control, or custody of the CONSULTANT, including, without limitation, any and all correspondences, contracts, AGREEMENTS, appraisals, plans, designs, data, surveys, maps, spreadsheets, memoranda, stenographic or handwritten notes, reports, records, telegrams, schedules, diaries, notebooks, logbooks, invoices, accounting records, work sheets, charts, notes, drafts, scribblings, recordings, visual displays, photographs, minutes of meetings, tabulations, computations,
summaries,
inventories,
and
writings
regarding
conferences,
conversations
or
telephone
conversations, and any and all other taped, recorded, written, printed or typed matters of any kind or description;
every copy of the foregoing whether or not the original is in the possession, custody, or control of the CONSULTANT, and every copy of any of the foregoing, whether or not such copy is a copy identical to an original, or whether or not such copy contains any commentary or notation whatsoever that does not appear on the original.
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised 0210112021
Number Page 13
of 14
For purposes
kind,
of this AGREEMENT, "
including "
Native Files",
directly or
either
after
ESP' means any and all computer data or electronic recorded media of any that are stored in any medium from which it can be retrieved and examined,
translation
into
a
reasonably
form.
useable
ESI may include information
and/ or
documentation stored in various software programs such as Email, Outlook, Word, Excel, Access, Publisher, PowerPoint, Adobe Acrobat, SQL databases, or any other software or electronic communication programs or
databases that the CONSULTANT may use in the performance of its operations. ESI may be located on network servers, backup tapes, smart phones, thumb drives, CDs, DVDs, floppy disks, work computers, cell phones,
laptops, or any other electronic device that CONSULTANT uses in the performance of its Work or SERVICES hereunder, including any personal devices used by the CONSULTANT or any sub- consultant at home. files"
Native
are a subset of ESI and refer to the electronic
format of the application
in which such ESI is
normally created, viewed, and/ or modified The CONSULTANT shall include this section XX " Records Maintenance" in every subcontract it enters into in relation to this AGREEMENT and bind the sub- consultant to its terms, unless expressly agreed to otherwise in writing by the AGENCY prior to the execution of such subcontract.
In witness whereof, the parties hereto have executed this AGREEMENT as of the day and year shown in the Execution Date" box on page one ( 1) of this AGREEMENT. BOARD OF COUNTY COMMISSIONERS OF COWLITZ COUNTY, WASHINGTON
OTAK, Inc
By: -_ )
tom-
f-
G L
Sc z 4 %;,
-.
Signature
Joe Gardner, Chairman
Consultant)
nnis P. Weber,
Commissioner
peg
Date
Arne Mortensen, Commissioner
Dated this1day
of
2p2
nV C 1, j f
ATTEST:
cotr4
,^ .
1 ,
u
1-
Clerk
VT0"
f he Bdard
3
APPROVED AS TO FORM
Deputy Prosecuting Attorney
Any modification, change, or reformation of this AGREEMENT shall require approval as to form by the Office of the Attorney General.
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised
0210112021
Number Page 14 of 14
Exhibit A Scope of Work Project
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
No.
Agreement Revised
0210112021
Number
Otak Exhibit A- 1
Design Services for the Allender Road Bridge Replacement Scope of Work Otak Project
No. 19982
Cowlitz County April 20, 2021
Introduction This scope is for the design of the Allender Road Bridge Replacement
Project and includes technical
investigations; engineering design, environmental permitting; and support for easement acquisition. The existing 40- foot long bridge has restricted load ratings and has received BRAC funding for replacement. it is
located on a rural dead- end road in Cowlitz County so the road cannot be closed during construction. The bridge crosses Stillwater Creek at a slight skew, and there are signs that Stillwater Creek has exhibited lateral migration
at various locations during the past. The new structure will need to be designed with scour protection and the stream reconstruction will need to take into consideration stream geomorphology.
Roadway and stormwater design will follow Cowlitz County standards. The new bridge will be 28 feet wide which will require widening of the road approaches.
The project schedule is assumed to be that construction is planned for 2023 with an advertisement date of November 2022.
Reference to the ` Consultant' refers to Otak Inc. or any of their subconsultants. any of Cowlitz County staff. The following subconsultants
Reference to the ' County' includes
are part of the analysis, design, permitting, and construction plan production work:
RhinoOne Geotechnical: Geotechnical Engineering ( DBE) Archaeological
Investigations
Northwest,
Inc.: Cultural
Resources
The following work is not included in this scope and will be led by the County: All survey work including topographic and boundary Easement and property acquisition Public involvement and Outreach
Contact and coordination with Utility purveyors Manage construction of the project and provide inspection Preparation of boilerplate specifications and assembly of the bid documents
Scope of Work Index 1. 0
Project Management
Allender
2. 0
3. 0
4. 0
5. 0
6. 0
7. 0
8. 0
9. 0
10. 0
11. 0
Road Bridge
1. 1
Coordination and Reporting
1. 2
Meetings
Roadway
Page 2
Project
Replacement
Design
2. 1
30% Design
2. 2
60% Design
2. 3
90% and Final Design
Stormwater 3. 1
Stormwater
3. 2
Stormwater Report
Data
3. 3
60% Stormwater Design
3. 4
90%
3. 5
Stormwater
Collection,
Analysis
and
30%
Design
and Final Stormwater Design Pollution
Plan
Hydraulic and Stream Restoration 4. 1
Site Investigation and Channel Stability Assessment
4. 2
Hydrologic Analysis
4. 3
Hydraulic Analysis
4. 4
Scour Analysis
4. 5
Design of Stream Channel and Scour Countermeasures
4. 6
Temporary Water Management
4. 7
Hydraulics
4. 8
30% Stream Design
4. 9
60%
4. 10
90% and Final Stream Design
Report
Stream
Design
Geotechnical 5. 1
Research
5. 2
Subsurface Explorations
5. 3
Laboratory Testing and Engineering Analysis
5. 4
Report and Design Consultation
and Reconnaissance
Bridge
Design
6. 1
30%
Design and TS& L report
6. 2
60%
Design
6. 3
90%
and
Final
Design
Landscape Architecture and Planting 7. 1
60%
7. 2
90% and Final Design
Design
Specifications 8. 1
90% Specifications
8. 2
99% and Final Specifications
Estimate 9. 1
60% Estimate
9. 2
90%
and Final Estimate
10. 1
30%
Design
10. 2
60%
PS& E Review
10. 3
90%
and
QA/ QC Review
Final
PS& E Review
Environmental 11. 1
Environmental Data Collection and Critical Areas Report
11. 2
NEPA Compliance ( Documented
11. 3
ESA Compliance ( 4d Programmatic Documentation)
11. 4
JARPA
11. 5
Shoreline and Critical Areas Permit Application
Form
and
Categorical
Drawings
Exclusion)
Allender
12. 0
Road
Bridge Replacement
Project
11. 6
Agency Meetings, Permit Facilitation and County Coordination
11. 7
SEPA Compliance
11. 8
Mitigation Bank Use Plan
Cultural
and
Historical
Analysis
Page 3
Allender
Road
Bridge
Replacement
Page 4
Project
Scope of Work 1.
Project Management
These tasks will be performed by the consultant team and will include:
1. 1. Coordination and Reporting The Project Team will plan, manage, and execute the tasks described herein in accordance with the schedule,
budget, and quality expectations that are established. This project management task includes the following work activities:
Develop Project Work Plan that includes a summary of project team contacts, budgets, schedule milestones, and deliverables.
Management, coordination, and direction to the project team including workload balancing, budget monitoring, and schedule adherence. Monthly progress reports to be submitted with invoices. Monthly progress reports will reflect each task' s percent complete, each task' s budget remaining, activities completed in the previous billing period, activities anticipated for the coming weeks, and input required from the County. In addition to monthly progress reports, the Consultant will provide brief updates through a telephone conversation with the
County monthly or bimonthly depending on need and extent of project activity. Preparation of monthly invoices. Deliverables Project Work Plan
Monthly status reports and invoices
1. 2. Meetings This task includes design and project coordination meetings with the County. Meeting decisions will be documented, and action items will be assigned to ensure timely resolution. The following list of meetings represent the total needed for the project. Assumptions
Initial kick- off meeting with Cowlitz County On- site meeting with Regulatory Agencies
10 project team/ progress meetings through the end of the PS& E phase ff
Design
review meetings
at 30%,
60%,
and 90%
plan submittals ( 3 meetings)
Deliverables Prepare meeting agenda
Meeting notes from each meeting 2.
Roadway Design
The Roadway and Traffic Design includes all work necessary to determine geometric parameters for a final layout and produce supporting documentation in accordance with WSDOT guidelines and County Road Standards. The work will be determining roadway horizontal and vertical alignments that minimize impacts to adjacent properties
Road Bridge
Allender
Replacement
Page
Project
5
while maximizing safety, capacity, and mobility, guardrail, and traffic requirements. The work also includes supporting the necessary documentation for the environmental permitting process. This task involves creating the staging and traffic control plans for the project. The Traffic Control plans will consider work zone areas, traffic areas, and will also consider grades and access during construction.
2. 1. 307 Roadway Design Coordination
and review of the horizontal
and vertical
alignments
will occur in conjunction
with the bridge,
stream,
stormwater, and utility parameters. Included in this task will be a cost comparison regarding cut and fill slopes versus retaining walls to reduce environmental impacts. After studying several roadway alignment alternatives in conjunction with the bridge layout, a selected Roadway plan and profile will be developed under this task. Deliverables Roadway 2. 2. 60% This task
Plan and
drawing to be included
with the TS& L report.
Roadway Design
advances
coordination,
Profile
the roadway
bridge,
stream,
design
to a 60%
level. It will incorporate updates from property owner
and stormwater
utility,
updates.
The
60%
plans will be used as the basis for
easement and property acquisition work. The Consultant will prepare: Typical Sections-
1 sheet
Site Preparation Sheets- 1 sheet
Grading and Erosion Control Sheets- 1 sheet Plan and Profile Sheets- 1 sheets
Assumptions Comments
from the 30%
design
review
will be incorporated
into the 60%
Design.
Deliverables Half- sized ( 11"
x
17")
paper
set and electronic pdf format
of the 60%
Plans.
2. 3. 9017. and Final Roadway Design This task advances the roadway design structural,
to both
landscape,
90% and Final.
It will incorporate
updates from property owner
utility, plans can be completed prior to Right- of-way acquisitions are complete and Final plans will be completed after all Right- of- Way acquisitions are complete. The Consultant will prepare: coordination,
Typical SectionsSite Preparation
and stormwater
updates.
The
90%
1 sheet Sheets- 1 sheet
Grading and Erosion Control Sheets- 1 sheet Grading and Erosion Control Details— 2 sheets Plan and Profile Sheets- 1 sheets
Roadway Detail ( including guardrails) Sheets- 2 sheets Traffic Control
and Detail
Sheets — 2 sheets
Assumptions All review comments
from
both
Consultant and
County review will be picked up and incorporated.
Road Bridge Replacement
Allender
Page 6
Project
Deliverables Half- sized ( 11"
x
17")
paper
set and electronic
mylars for the Final Construction
pdf format of the 90% Plans and Full- size and signed
Plans.
3. Stormwater This task involves stormwater design for the new roadway improvements. The stormwater design will follow the requirements
of the design
standards:
Cowlitz County Code Chapter 16. 20 - Stormwater Management in Rural Areas Washington
State Department
of Transportation (
WSDOT)
Hydraulics
Manual
WSDOT Highway Runoff Manual ( HRM) It is assumed that full dispersion will be the selected stormwater
treatment method for the project. This task also
includes design of temporary erosion control for the project site during construction. 3. 1. Stormwater Data Collection, Analysis and 30% Stormwater
Design
Consultant will obtain and review existing information regarding flow patterns, facilities, and water resource deficiencies
within
project limits and for the tributary basin.
the
Hydrology and peak runoff values will not be
required for the full dispersion BMP. Otak will perform the following work element activities: Conduct a site visit to verify existing stormwater features. Utilize GIS and site survey information to establish existing drainage basins and flow patterns. Review the Natural Resources
Conservation
Service soil characterization
mapping to establish existing
soil types.
Review the amount of hard surfaces and new and replaced impervious surfaces for the project to confirm only Minimum Requirements 1 through 5 of the HRM apply to the project. The
30%
stormwater design will be shown on the Roadway Plan sheet.
3. 2. Stormwater Report
The Preliminary Stormwater Report will be submitted to the County Public Works Department for review with the 60%
Design Submittal.
Revisions
County
for review with the 90%
with
Final
the
Design
will be made, and a Draft Final Stormwater
Design Submittal.
The Final Stormwater
Report will be submitted
to the
Report will be delivered to the County
Submittal.
Assumptions
The report will show conformance with Cowlitz County Stormwater Requirements. Deliverables
Electronic copy of Preliminary, Draft Final, and Final Stormwater Report 3. 3. 60% Stormwater This task involves
County. The
60%
The 60%
Design
and advancing the 30%
design along with addressing review comments from the plans will be used as the basis for environmental permitting and property acquisition. updating
Design Stormwater Plan Sheets: Stormwater Management Erosion
and
Plan — 1 sheets
Sediment Control
Plan — 1 sheet
Road Bridge
Allender
Erosion
Replacement
Page
Project
7
Control Details — 2 sheets
and Sediment
Deliverables Electronic
copy
of 60%
Stormwater Plans plus providing updates for the County Basis of Design Report
3. 4. 90% and Final Stormwater This
task
advances
Design
the stormwater design to both
90%
and Final. It will incorporate updates from property owner
coordination, structural, landscape, utility, and roadway updates. Assumptions Comments from the 90%
plan review will be incorporated.
No new sheets will be added
after the
90%
submittal.
Water quality treatment and flow control facilities will not be required. Stormwater runoff is currently managed by full dispersion. Deliverables Half- sized ( 11"
x
17")
paper
set and
electronic
signed mylars for the Final Construction
pdf format
of the 90%
Plans and Full- sized ( 22" x34")
Plans
3. 5. Stormwater Pollution Prevention Plan This project will disturb more than one acre of land due to contractor access requirements. The Department of Ecology ( Ecology) will require a Stormwater Pollution Prevention Plan ( SWPPP). This task is to prepare a SWPPP and file the required Notice of Intent ( NOI) with Ecology, and will include the following: A narrative that documents and justifies the pollution prevention decisions made for the project Seasonal work limitations How each of the 13 elements Manual
for Western
of erosion and sediment
Washington
control
as listed in the Stormwater
Management
will be met.
Calculations supporting the design of sediment traps, ponds, or other measures if applicable
The draft SWPPP will be submitted to the County for review. Revisions will be made, and a final SWPPP will be delivered to the County. Quantity info for the NOI will be included. Complete Notice of Intent Application for Ecology; County will submit Assumptions
Any fees associated with the NOI or SWPPP will be paid by Cowlitz County. One review of the SWPPP will be required. Draft
SWPPP will be completed
Final SWPPP
will be completed
with the 90%
Design
submittal.
with the Final Design
submittal.
Deliverables
Electronic copy of Draft and Final SWPPP
4. Hydraulic
and Stream Restoration
This task is for the hydraulic analysis and stream restoration to support the replacement of the bridge on this project. The
hydraulic design will follow the
requirements
of the design
standards:
Allender
Road
Bridge
Replacement
Project
Page
8
Applicable sections of the Cowlitz County Code Washington State Department of Transportation ( WSDOT) Hydraulics Manual
HEC- 18, Evaluating Scour at Bridges ( Fifth Edition)
4. 1. Site Investigation and Channel Stability Assessment Conduct a site investigation to record observations, gather field measurements,
and take digital
photographs.
Record observations of the following: The general characteristics of Stillwater Creek and adjacent floodplain in the study reach that includes the bridge crossing The field indicators of lateral and vertical stability of the channel Lateral and vertical controls Channel
and floodplain
Bed material
roughness
characteristics
Conduct Wolman pebble count of the stream to be used for scour evaluation and streambed sizing. Develop a survey request ( including cross section markers in the field) to support the hydraulic modeling. Survey will be conducted by the County. Review available historic air photos to evaluate instances of past channel migration. Evaluate the vertical and lateral stability of the channel. In particular, evaluate the potential for upstream
channel adjustments ( headcutting) and downstream effects following removal of the existing bridge. 4. 2. Hydrologic Analysis
Develop the design flows using StreamStats. Verify StreamStats basin delineation utilizing available Lidar.
Check StreamStats flows against any nearby gage data and a ratio of the drainage basins. Calculation of peak discharges for the 2- year through 500- year floods as well as any flows necessary for meeting fish passage requirements. 4. 3. Hydraulic Analysis Perform a one dimensional hydraulic analysis of Stillwater Creek in the vicinity of the crossing using the U. S. Army Corps of Engineers HEC- RAS computer software to evaluate existing conditions and up to two 2) project conditions for a range of flows up through the 500- year event. Coordinate with the roadway and bridge engineers and environmental specialists on the design of the bridge, stream channel design, and design of bank protection. 4. 4. Scour Analysis
Conduct a scour analysis at the crossing following the guidelines as outlined in HEC- 18, Evaluating Scour at Bridges ( Fifth Edition) to support the design of bridge foundations and necessary scour countermeasures.
Evaluate long- term degradation potential based on field evaluation and any other historical information on
the channel in the vicinity of the existing bridge. Calculate
total scour at the bridge as appropriate.
Coordinate with the structural and geotechnical engineers on the design of the bridge foundations and scour countermeasures.
Allender
Road Bridge
Replacement
Page
Project
9
4. 5. Design of Stream Channel and Scour Countermeasures Develop a design for stream channel reconstruction,
bank restoration, invasive vegetation management,
and habitat improvement following replacement of the bridge. The project reach extends 150 feet upstream
of the bridge and 100 feet downstream
of the bridge.
Use data from the scour analysis to determine gradation and thickness of any riprap revetment that may be used as scour countermeasures at the crossing. Coordinate
stream
channel
and revetment
design
with the bridge designers.
4. 6. Temporary Water Management Calculate a range of flow rates utilizing StreamStats and field measurements for design of temporary water management facilities and recommend the most appropriate one for the crossing. Coordinate
with the stream
designers
on limits of work area isolation.
Develop hydraulic design recommendations
for temporary water management facilities to isolate in-
stream work areas.
Develop anticipated access and installation approach for temporary water management facilities. 4. 7. Hydraulics Report Prepare a Draft Hydraulics Report that documents the hydraulics analysis and design, including scour analysis and countermeasure design and submit for review. Scour analysis will be included in the report. Prepare a response to review comments and incorporate changes into a Final Hydraulics Report.
Assumptions
Scour protection will consist of subgrade riprap that will be approvable by permitting agencies. The project is located in a mapped Special Flood Hazard Area, so there is a need for a County floodplain permit.
Cowlitz County will submit the floodplain permit utilizing the Hydraulics Report. The project can be designed to meet applicable floodplain and shoreline requirements. The project can be designed to be below the maximum allowable increase in base flood elevations of one foot.
An electronic copy of the report will be provided to the County for all submittals. If needed, two hard copies can be provided to the County for all submittals. Deliverables
Draft and Final Hydraulics Report in electronic pdf format Electronic copy of the HEC- RAS model used for the hydraulic analysis 4. 8. 307o Stream
Design
This task involves developing the conceptual and preliminary stream reconstruction plan based on the analysis performed. Assumptions Geotechnical
work
will be complete
enough
to provide
input
for the 30%
design.
Deliverables
One stream reconstruction plan and summary paragraph to be included in the TS& L Report 4. 9. 607 Stream Design
Road Bridge
Allender
Replacement
Page
Project
task advances the stream reconstruction
This
and
dewatering
design
to a 60%
level.
It will
10
incorporate
updates
from property owner coordination, roadway, bridge, landscape, utility, and stormwater design development. 60%
The
plans will be used as the basis for easement and property acquisition work and for environmental permitting.
The 60% Design Stream
Temporary Stream
Plan Sheets:
Stream Diversion
Grading
Plan and details—
2 sheets
and Profile— 1 sheet
Plan
Stream Details— 4 sheets
Assumptions Comments from the 60%
plan review will be incorporated
No new sheets will be added
after
into the 90%
Design.
90% submittal.
the
Deliverables Electronic
pdf format of the 90% Stream Plans plus providing updates for the County Basis of Design
Report
4. 10. This task
907 and Final Stream Design advances
the stream
reconstruction
and dewatering
design to both 90%
and Final. It will incorporate
updates from property owner coordination, roadway, bridge, landscape, utility, and stormwater updates. The 90% and Final plans will be completed after all Right- of- Way acquisitions are complete. Assumptions
Review comments from both Consultant and County review will be picked up and incorporated. No
new
will be added
sheets
after
the 90%
submittal.
Deliverables Half- sized (
11"
x
17")
paper
set and
electronic
pdf format of the 90% Plans and Full- sized ( 22" x34")
signed mylars for the Final design
5. Geotechnical
Design Services
This task involves geotechnical investigations and analysis to evaluate subsurface conditions, slope stability hazards, and provide information for the design of the replacement bridge foundations and retaining walls. In order to evaluate site- specific geotechnical conditions, the consultant will conduct a geotechnical investigation consisting of research, reconnaissance, subsurface explorations, laboratory testing, engineering analyses, and consultation, as outlined below.
The County will provide the pavement cross section therefore pavement design is not included in this scope of work.
5. 1. Research and Reconnaissance This task involves the following: Review readily available geologic maps and water well logs that cover the site vicinity, and other reports
provided by the County, for general information regarding subsurface soil, rock, and groundwater conditions, and geologic hazards.
Prepare traffic control plans for the drilling operations, submit plans to the County for review, and implement
approved
traffic
control
plan
during
field work.
Allender
Road Bridge Replacement
Page 11
Project
Deliverables
Traffic Control plans for the drilling operations. 5. 2. Subsurface Explorations This task involves the following: Mark proposed exploration locations in the field and complete public utility locates
Drilling four borings through the roadway or adjacent to the roadway near each corner of the proposed bridge to depths up to 40 to 50 feet below grade, or until 15 feet of relatively competent materials are penetrated, whichever is deeper, to characterize subsurface soil and groundwater conditions at the abutments. The maximum depth of borings will be 60 feet.
Using hand auger or handheld geoprobe, conduct up to four explorations within the stream channel and two explorations subsurface
streambed
on the bank of the stream These explorations
will characterize
the
material.
Obtain two surface streambed samples and conduct a sieve analysis to determine the gradation
of the material.
Collect one sample 200 feet upstream of the existing bridge and one 200 feet
downstream.
Maintaining a log of the soils encountered in the borings and collecting soil samples for laboratory testing.
Backfilling the exploration holes in accordance with Ecology regulations and patching the surface with asphalt or gravel.
Collecting and hauling all soil spoils from the site. Assumptions
If needed, the County will provide street use or right- of-way permits at no charge. Disposal of contaminated soil and decontamination of drilling equipment are not included in this scope of work.
If contaminated
materials
are encountered,
then additional
costs will be incurred.
Prevailing wages will apply to subcontractors ( e. g. driller and traffic control). Field explorations and testing will be completed in 3 workdays, two days for drilling and one for hand augers and/ or geoprobes. County survey staff will survey the borehole locations and add them to the site base map. Infiltration testing will not be necessary because stormwater quality and flow control facilities will not be required.
Deliverables
Preliminary copies of the boring logs.
5. 3. Laboratory Testing and Engineering Analysis This task involves the following: Conduct a series of geotechnical laboratory tests on selected soil samples obtained from the explorations
to evaluate the engineering and index properties of the site soils. The specific tests conducted will depend upon actual conditions encountered, but we anticipate our testing will include up to 40 moisture content, 4 moisture/ density, 4 Atterberg limits, 6 sieve analyses, and 2 direct shear tests. Additionally, up to two suites of tests to evaluate soil corrosion potential may be performed. Conduct engineering analysis to evaluate seismic hazards, and slope stability. Perform analysis to provide retaining wall parameters such as lateral earth soil pressures and foundation design pressures. Provide recommendations for bridge foundations including deep foundations for the bridge.
Road Bridge
Allender
Replacement
Project
Page
12
Deliverables
All laboratory testing results are to be included in the appendices to the geotechnical report. 5. 4. Report and Design Consultation This task involves the following: Prepare a draft report outlining our findings and recommendations, following: Subsurface soil and groundwater conditions
including information related to the
13
11
13
Seismic and Slope stability hazards Site preparation and grading; and Lateral earth pressures and foundation requirements for walls as needed
13
Design
criteria for bridge foundations
0
Prepare a final report incorporating comments from the project team on the draft report Participate in up to two project team coordination meetings to review and discuss geotechnical issues having an impact on the project. Provide geotechnical project management and support services, including coordinating staff and
subcontractors, invoicing, and conducting phone consultations and email communications with the County and the design team. Deliverables
Electronic( PDF) copies of the draft geotechnical engineering report Five hard copies and an electronic ( PDF) copy of the final geotechnical engineering report incorporating County and design team comments.
6. Bridge Design This task involves the work associated with the new bridge, wingwalls and possible retaining walls on the project. 6. 1. 307 Design -
TSBL Report
This task will involve an alternative analysis to study various bridge types, sizes, and locations. Factors such as roadway alignment, stream constraints, flood constraints, environmental impacts, mitigation, and ROW cost will
be included in the analysis. After selection of the preferred alternates for each item the task will include development of 30% plans.
The 30% plans will be included
in the Type, Size and Location ( TS& L) report.
Assumptions
One plan sheet showing the bridge plan, profile and cross- section will be included in the TS& L report Deliverables
Draft and final alternatives analysis memorandum for the roadway and bridge Draft and Final TS& L report in a pdf version. 6. 2. 607 Design This task advances the bridge design to a 60% roadway, basis
landscape,
for easement
stream
reconstruction,
and property
acquisition
level. It will incorporate updates from property owner coordination, stormwater updates. The 60% plans will be used as the
utility, and
work as well
as for
environmental
permitting.
Road Bridge Replacement
Allender
The 60%
Page 13
Project
Bridge plans will include:
Bridge Plan and Profile-
1 sheet
Foundation Plan and Piling- 1 sheet Abutments and Wing Walls- 2 sheets Bridge Cross Section and Diaphragms—
1 sheet
Girder Sheets- 3 sheets
Bridge Railing - 2 sheets Bridge Staging plans— 2 sheets Assumptions Comments from the 30% plan
review
will be incorporated
into the 60% Design.
Deliverables Half- sized ( 11"
x
17") paper set and electronic
pdf format of the 60% Construction Plans
6. 3. 907 and Final Design This task advances the bridge design to both 90% coordination,
roadway, landscape,
stream
and Final. It will incorporate updates from property owner
reconstruction,
utility, and stormwater
updates.
The 90%
and Final
plans will be completed after all Right- of-Way acquisitions are complete. The 90% plans will contain the updated 60%
plan sheets plus 4 additional detail sheets
Assumptions
All review comments from both Consultant and County review will be picked up and incorporated. Deliverables Half- sized ( 11"
x
17")
paper set and
electronic
signed mylars for the Final Construction
7.
pdf format
of the 90%
Plans and Full- sized ( 22" x34")
Plans
Landscape Architecture and Planting 7. 1. 607o Design
This task includes all the landscape architecture work for the project. This is plant establishment for the roadsides,
driveways, stormwater facilities, and in conjunction with the stream restoration. The planting plans will show limits of landscape improvements and include plant symbols or hatches and planting templates, representing each type of the proposed plant materials or plant communities. A planting legend will describe the genus, species, size,
and quantity of each plant. Plans will include notes and details describing general requirements for landscape installation.
Assumptions
No preliminary landscape work has been performed on the project. This task will proceed from preliminary design up through
60%
design.
Deliverables Electronic copy of 60%
landscape plans
7. 2. 907 and Final Design
Allender
This
Bridge
Road
Replacement
Page
Project
task advances the landscape
and
planting design
to both 90%
and Final. It will incorporate
14
updates from
property owner coordination, roadway structural, stream reconstruction, utility, and stormwater updates. The 90% plans can be completed before Right- of- Way acquisitions are complete and the final plans will be completed after all Right- of-Way acquisitions are complete.
Assumptions
All review comments from both Consultant and County review will be picked up and incorporated. Deliverables Half- sized ( 11"
x
17")
paper
set and electronic
pdf format
of the 99%
Plans
and
Full- sized ( 22" x34")
signed mylars for the Final Construction Plans
8. Specifications 8. 1. 90% Specifications
This task involves creation of the technical specifications for the project. Specifications will not be developed for the 60%
design phase.
Assumptions
The Consultant will prepare the project Special Provisions for the specifications. The County will assist with the development and review of specifications and provide the boilerplate division one sections. The specifications and
Municipal
will be based
on the 2022 Washington
State Standard
Specifications
for Road,
Bridge,
Construction.
Deliverables 90%
Project Technical Special Provisions
8. 2. 99%
and Final Specifications
Assumptions Comments
from the 90%
and
99%
reviews will be incorporated into the Final Specifications.
Deliverables 99% and Final Project Technicaf
Special Provisions
9. Estimate 9. 1. 607 Estimate This
task develops
a
project
construction
cost estimate based
off the 60%
plans. The estimate will incorporate
separate parts for the Utilities that will be included in the project. Assumptions
Bid estimate will use the WSDOT Standard Bid Items as much as possible. Estimates for the project Utility work will be provided by each Utility purveyor.
Allender
Bridge Replacement
Road
Page
Project
15
Deliverables 60% Cost Estimate
9. 2. 90% and Final Estimate This task prepares the 90%
and Final Cost Estimate for the project. Consultant will update the record of quantity
calculations and unit cost development according to the revised plans and current pricing information to complete the 90% and the Final Construction
Cost Estimate. Bid items
between the 90% and the Final Estimate
should
not
change.
Deliverables 90%
10.
and Final Cost Estimate
QA/ QC
The Project Team will develop and execute the project QA/ QC plan. This task includes the following work activities:
Develop project quality assurance/ quality control ( QA/ QC) plan including review responsibilities and timelines for each deliverable.
Provide Quality control review for each deliverable prior to submittal to the County.
10. 1. Included
30% Design in this task
is the
Review review
of the 30%
Design including the TS& L Report
Deliverables Documented
10. 2. Included
review comments
for the 30%
Design package
60% PS& E Review
in this task is a confirmation that the review comments from the 30%
review have been incorporated
into
the bid documents. This not only includes comments from the Consultant review but comments from the County as well.
Deliverables Documented
10. 3. Included
review comments
for the 60%
PS& E package
907o and Final PS& E Review
in this task
is a confirmation
that the review comments
from the 60%
review have been incorporated
into
the bid documents. This not only includes comments from the Consultant review but comments from the County as well.
Deliverables Documented
11 .
review comments
Environmental
for the 90%
and
Final
PS& E bid documents
Allender Road Bridge Replacement
Project
Page 16
Permit applications and supporting environmental and regulatory compliance documentation will be prepared under this task. Federal, state, and local regulatory compliance requirements are included, as well as underlying deliverables
11. 1.
and assumptions
for the work.
Environmental Data Collection and Critical Areas Report
After determining the appropriate study area limits, Otak will conduct field work necessary to collect the data for the preparation of the technical documents and permit applications for the project. Wetland boundary and stream ordinary high water( OHW) delineations will be conducted to meet the requirements of Cowlitz County' s Critical Areas code, the Corps of Engineers ( the Corps), and Washington State Department of Ecology ( Ecology). Wetland and stream boundaries within the Area of Potential Effects ( APE) will be flagged in the field by the
Consultant and subsequently surveyed by the County and added to the project basemap. Riparian and priority wildlife habitats will also be assessed.
The Critical Areas Report will support the required federal, state, and county approvals required to construct the project.
Stream surveys will be conducted to assess existing conditions within and adjacent to the project area to sufficiently establish baseline conditions for instream and riparian habitat in accordance with methods modified from Timber, Fish, and Wildlife protocols ( Schuett- Hames, et al. 1999). Quantitative and qualitative field measurements will be recorded to assess habitat unit complexity, wood quantity and dimensions, spawning
gravel, canopy cover, and channel geometry. Data forms documenting the wetland boundaries and instream habitat will be completed. Wetlands will be rated according to the 2014 Ecology Washington State Wetland Rating System for Western Washington methodology and classified per Cowlitz County Code ( CCC) 19. 15 ( Critical Areas). Streams will be classified per CCC 19. 15, and buffer widths for wetlands and streams will be identified. Tree canopy ( e. g., drip line) will be measured for each tree with greater than 6" diameter at breast height( DBH) that will be removed needs
within regulated
wetland and stream buffers to support the buffer impacts and mitigation
analysis.
This task also includes development of the Area of Potential Effect Graphic.
Assumptions
Wetland and stream boundaries will be delineated within the County- owned right of way and plus 100 feet into adjacent private parcels immediately adjacent to the right of way. stream habitat assessments will be completed for approximately 150 feet upstream and downstream of the bridge. Potential construction staging areas will also be reviewed in the field for presence of wetlands and their boundaries delineated.
County will acquire rights of entry to areas from adjacent property owners prior to field work. County will survey wetland and stream boundary flags in the field. Otak will provide a sketch map to the County to help the survey crew locate the flags. Critical areas covered under this scope of work include wetlands and fish and wildlife habitat conservation areas ( FWHCAs).
Deliverables
Wetland delineation flag map Draft and final Critical
Areas
Report
APE ( Area of Potential Effects) graphic 11. 2.
NEPA Compliance Documentation
Allender
Road
Bridge
Replacement
Page
Project
17
In order to comply with NEPA requirements a NEPA Categorical Exclusion Documentation Form will be prepared per the criteria in WSDOT' s LAG Manual. The NEPA Categorical Exclusion Documentation Form and supporting
environmental reports will be submitted to the County as the Local Agency for review and comment. The Project Team, on behalf of the County, will submit to and coordinate with WSDOT' s Local Programs for NEPA compliance.
Assumptions
The project will result in a Documented
Categorical Exclusion. Preparation of a NEPA EIS or EA is not
included in this scope.
Deliverables
Draft and Final NEPA Categorical Exclusion Documentation Form, submitted by Otak to WSDOT 11. 3.
ESA Compliance Documentation
Documentation necessary for compliance with the provisions of the Endangered Species Act ( ESA) will be prepared for the project as part of the NEPA compliance process. Cowlitz County received approval from the National Marine Fisheries Service ( NMFS) to utilize the Regional Road Maintenance ESA 4( d) Program [ 4( d)
Program) to document ESA compliance on eligible projects. The proposed project appears eligible for the 4( d) Program. Compliance documentation for use of the 4( d) Program will be prepared by the Project Team for
WSDOT, and submitted on the County' s behalf. In addition, a No Effect Letter( NEL) will be prepared for ESAlisted species administered by the United States Fish and Wildlife Service. Preparation of a biological assessment is not included in this scope of work.
Deliverables 4( d) Program Compliance No Effect
11. 4.
Documentation
Letter
JARPA Form and Drawings
A Joint Aquatic Resources Permit Application ( JARPA) will be completed when the project reaches a 60 percent design stage. The JARPA will be used to apply for the Cowlitz County wetland and habitat permits; Ecology Section 401 certification; Washington State Department of Fish and Wildlife ( WDFW) Hydraulic Project Approval
HPA); and a Department of the Army ( Section 404) permit from the Corps of Engineers. The project is anticipated to be permitted under a Nationwide Permit# 14 for Linear Transportation projects and result in less than a half- acre of wetland impacts.
Deliverables
Draft and final JARPA application ( form and drawings) and construction plans for submittal to all relevant regulatory
11. 5.
agencies
Shoreline and Critical Areas Permit Application
The project will require compliance with Cowlitz County' s Critical Areas and Shorelines ( CCC 19. 20) including Frequently Flooded Areas ( CCC 19. 15. 140), Wetlands ( CCC19. 15. 120)), and FWHCAs ( CCC 19. 15. 130). Otak will complete a pre- application conference application request and will provide the submittal packet for the Shoreline Permit application, including: project narrative, JARPA, application forms, site plan, critical areas studies, SEPA checklist, and other applicable items. Assumptions
Allender
Road Bridge
Replacement
Project
Page
18
Consultant will package and submit the full submittal packet required for Shoreline permit applications. Application fees will be paid by Cowlitz County. Deliverables
Pre- Application Meeting Request ( PDF), submitted to the County Shoreline Permit Application, submitted to the County Building and Planning Department
11. 6.
Agency Meetings, Permit Facilitation, and County Coordination
Prior to permit submittals, Otak will arrange a meeting, preferably on- site, with all applicable County, State, and Federal resource and regulatory agency staff and WSDOT Local Programs Engineer to assure that they have a solid understanding of the existing and proposed conditions for the project prior to receiving the NEPA compliance and JARPA packages. After permits are submitted, Otak will coordinate with County staff to respond to comments, provide additional clarification, and assist with shepherding the permits through the process efficiently. Otak will act as the Agent for the County, and apply for and coordinate all environmental
permitting.
Assumptions Two ( 2) Otak staff members
will attend two ( 2) onsite
meetings
not to exceed
four( 4) hours.
Two ( 2) Otak members will attend a total of two ( 2) internal coordination meetings not to exceed three( 3) hours each.
Deliverables
Draft and final meeting minutes of on- site meetings Create project plans or exhibits appropriate 11. 7.
for the field visit.
SEPA Compliance
The project will require compliance with the State Environmental
Policy Act ( SEPA). Otak will prepare a SEPA
checklist and DNS for the project, with vicinity map and simple plan view appropriate for the general public. Otak will submit the checklist to Cowlitz County with the Shoreline Permit application package for environmental review as the lead agency in the SEPA process. Assumptions
The proposed project will result in a Mitigated Determination of Non- Significance ( MDNS). Preparation
of a SEPA EIS is not included
in this scope.
The County will prepare the SEPA Threshold Determination and notice. Deliverables
Draft and Final SEPA checklist and DNS with vicinity map and site plan, submitted to the County. 11. 9
Mitigation Bank Use Plan
A Mitigation Bank Use Plan will be prepared to purchase credits from the Coweeman Habitat Mitigation Bank. Credits are assumed to be available and will be paid for by the County to offset project impacts to the shoreline environment per County code. Deliverable: 0
Draft and Final Mitigation Bank Use Plan
Bridge
Replacement Project
Page
Allender
Road
12.
Cultural and Historical Analysis
19
This task is to provide a cultural resource survey to meet federal, state, and local compliance. The study will be designed to meet the requirements of Section 106 of the National Historic Preservation Act and Section 4( f) of the
U. S. Department of Transportation Act. The survey will also be done to meet the standards and guidelines of the Washington Department of Archaeology and Historic Preservation ( DAHP).
The archaeological field work will include a pedestrian survey of the Area of Potential Effects ( APE) walking transects spaced 10 to 20 meters apart. Shovel testing will be done where the surface visibility is inadequate to determine if an archaeological site is present. Historic resources ( i. e., buildings, structures, sites, objects, and districts constructed at least 45 years before the date of survey) will be documented if they are within or on a parcel crossed by an APE.
The tasks will include the following: Identification of the APE and submittal of a work plan including a detailed project description and map to the Agencies
Background review of the previous studies conducted in the vicinity A systematic pedestrian archaeological survey of the APE walking transects spaced no more than 20 meters
apart
Excavation
of up to 5 shovel
excavated
to a minimum depth
tests that will be 20 inches ( in) ( 50 centimeters [ cm]) in diameter
of 20 in ( 50 cm). Sediments will be screened using %-
All shovel tests will be backfilled upon completion.
and
in hardware cloth.
No artifacts will be collected. Archaeological
resources, if found, will need to be recorded.
Documentation of historic resources that are within the APE or are situated on parcels crossed by the APE. Inventory forms will be prepared for each documented historic resource using the DAHP WISAARD database;
the forms will be included
in the report appendix.
determine
their eligibility to be listed
on
the National
Register
Evaluate
documented
of Historic
historic resources
Places ( NRHP).
to
An assessment
of project effects under Section 106 and potential " use" under Section 4( f) will be done for those historic resources that are recommended as eligible for listing in the NRHP. Assumptions
Up to 5 shovel tests will be excavated. No archaeological
resource will be encountered
in the APE.
Deliverables
Survey methodology memorandum. A cultural resource survey report will be submitted for review to the Washington State Department of Transportation ( WSDOT). This report will satisfy Section 106 of NHPA and Section 4( f) of the U. S. Department of Transportation Act. It will include a recommendation of whether the proposed project will
have an adverse effect on historic properties, including archaeological sites. Archaeological and historic resource
forms will be appended
to the report. A DAHP cover sheet will be included
version of the cultural resources report for agency submittal and distribution. Uploading
of the report
to WISAARD.
with the finalized
Exhibit B
DBE Participation/ SBE Plan
DBE Plan for the Allender
Road Bridge
Replacement
Project
The WSDOT disadvantaged Business Enterprise ( DBE) and Training Program, approved by FHWA, requires
the evaluation of each local agency project to determine the feasibility of including goals ( refer to the Local Agency Guidelines ( LAG) manual, Chapter 26). The contract has
a
twelve
percent ( 12%)
Mandatory Disadvantaged Business Enterprises ( DBE) goal for
consultants on this project. The total Otak consultant
fee for the project is $ 362, 069 of which $ 44, 313 is DBE utilization.
12. 2% of the total contract fee, above the
goal of 12%.
The $ 44, 313 is
See Exhibit E for consultant fee details.
Otak and the consultant team are tasked with performing the engineering services necessary to complete the design and permitting of the project, such as: civil engineering, stream hydraulics, scour mitigation design, geotechnical engineering, structural engineering, and environmental permitting. RhinoOne
has been selected
as the DBE sub- consultant
for the Allender Road Bridge Replacement
The scope of their work includes: Geotechnical Engineering and Drafting services
Prime
Consultant—
Otak— Total Fee:
DBE Sub- Consultants — Fee:
362, 069 44, 313 ( 12%
of the total fee)
Agreement
Number:
design.
Exhibit C
Preparation and Delivery of Electronic Engineering and Other Data In this Exhibit the agency, as applicable, is to provide a description of the format and standards the consultant is to use in preparing electronic files for transmission to the agency. The format and standards to be provided may include, but are not limited to, the following: L
Surveying, Roadway Design & A.
Plans Preparation
Section
Survey Data
Survey topography, monumentation and ROW data will be provided by AGENCY in AutoCAD 2018 format.
B.
Roadway Design Files AutoCAD
C.
Civil3D 2018 or newer version
Computer Aided Drafting Files AutoCAD Civil3D 2018 or newer version
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised
0210112021
Number
D.
Specify the Agency' s Right to Review Product with the Consultant AGENCY may choose to review the product at any time in consultation with the CONSULTANT
E.
Specify the Electronic Deliverables to Be Provided to the Agency Written responses for document review in Word or PDF
QA/ QC Plan in Word or PDF
Written responses to design or plan review and QA checklists in Excel, Word or PDF Monthly status reports in Word or PDF Other documents
in Word, Excel or PDF
AGENCY is receptive to document review using Bluebeam providing there is no additional cost to AGENCY
F.
Specify What Agency Furnished Services and Information Is to Be Provided
AGENCY to provide survey files in AutoCAD format for ramp topography, ROW and monumentation AGENCY to provide Real Property Services for any ROW acquisition AGENCY to provide standard detail design and title block templates in AutoCAD 2018 format
AGENCY to provide Division 1 special provision for bidding AGENCY to develop bid proposal documents with the exception of Engineering Plans, Specifications, Estimate, MEF and project documentation AGENCY to provide communication with utility holders in the case of conflict resolution AGENCY to provide traffic signal design modifications as necessary, in AutoCAD 2018 format for CONSULTANT
Local
to incorporate
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
into Plans
Agreement Revised
0210112021
Number
IL
Any Other Electronic Files to Be Provided
Not Applicable
III. Methods to Electronically Exchange Data See next page
Local
Agency A& E Professional
Negotiated
Agreement Number
Services
Hourly Rate Consultant
Agreement
Revised
0210112021
A.
Agency Software
B.
Electronic Messaging System
Suite
Microsoft Office Professional Plus 2010 or Microsoft 365
Electronic Messaging System: Email (MS Outlook in suite above)
C.
File Transfers
Format
File Transfer Format: An FTP site will be available from the AGENCY, as necessary, to transfer large files. In addition, files can be copied to USB Flash Drive ( stick) when necessary.
Local
Agency A& E Professional
Agreement Number
Services
Negotiated Hourly Rate Consultant
Agreement
Revised
0210112021
Exhibit D
Prime Consultant Cost Computations
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised
0210112021
Number
Adahk
GA#
Washington
Department
Development
State of Transportation
Division
Co
POntract47408ces
Office
Box
Olympia, WA 98504- 7408
7345 Underson Way SW Tumwater, WA 98501- 6504
TTY:
1- 800- 833- 6388
www. wsdot. wa. gov
August 12, 2020
Otak, Inc.
808 SW Third Avenue, Suite 800 Portland, OR 97204
Subject:
Acceptance
FYE 2019 ICR— CPA Report
Dear Justin Monahan:
We
have
accepted
your firms
Independent CPA Report,"
FYE
2019
Indirect
Cost
Rate ( ICR)
based
on the
prepared by D.L. Purvine, CPA, PLC as follows:
Home Office Rate: 173. 31% of direct labor rate
includes 1. 64%
Facilities Capital Cost of Money)
Field Office Rate: 115. 15% f direct labor rate
includes 0. 55%
Facilities Capital Cost of Money)
This rate will be applicable for WSDOT Agreements and Local Agency Contracts in
Washington only. This rate may be subject to additional review if considered necessary by WSDOT. Your ICR must be updated on an annual basis. Costs billed to agreements/ contracts will still be subject to audit of actual costs, based on the terms and conditions of the respective agreement/ contract. This
was
not
a
cognizant
review.
Any other entity contracting with the firm is
responsible for determining the acceptability of the ICR.
If you have any questions, feel free to contact our office at ( 360) 705- 7019 or via email consultantrates( a wsdot. wa. gov. Regards;
Jonson,
Erik
Aug 13 2020 11: 57 AM cosign
ERIK K. JONSON Contract
Services Manager
EKJ:ah Exhibit B 1 of 2
Otak, Inc.
Statement of Direct Labor, Fringe Benefits, and General Overhead For the Year Ended December 31, 2019
Home
Description
DIRECT LABOR
General Ledger
Unallowable
Account Balance
Costs
Note
13, 122, 868
Allowable
Office
Field
Percent to
Costs
Costs
Costs
Field
2, 135, 256
16. 27%
13, 122, 868
10, 987, 612
$
$
FRINGE BENEFITS Vacation
and
2, 396, 831
Holiday Pay
Employer Payroll Taxes Medical,
Life, and
1, 951, 923
Disability Insurance
(
e)
2, 452, 898
Benefits
Employee
18, 197)
225, 021
Retirement
5, 539)
(
b)
576, 903
Fringe Benefits Subtotal
7, 603, 576
23, 736)
8, 252, 897
245, 037)
2, 396, 831
2, 139, 867
256, 964
10. 72%
1, 933, 726
1, 701, 517
232, 209
12. 01%
2, 452, 898
2, 169, 103
283, 795
11. 57%
219, 482
200, 007
19, 475
8. 87%
576, 903
521, 764
55, 139
9. 56%
7, 579, 840
6, 732, 257
847, 583
8, 007, 860
7, 783, 069
224,791
97, 748
93, 032
4, 716
4. 82%
191, 910
153, 676
38, 234
19. 92%
GENERAL OVERHEAD Indirect Labor Education and Seminars
(
i)
a),(
97, 748
Office Expense
201, 957
Building Repairs andMaintenance
10, 047)
(
i)
2. 81%
15, 351
15, 351
7, 330
8, 021
52. 25%
Computer and Software Licenses
1, 111, 896
1, 111, 896
1, 081, 494
30, 402
2. 73%
Computer Services and Supplies
297, 547
297, 547
296, 551
996
0. 33%
1, 569, 079
1, 569, 079
1, 558, 008
11, 071
0. 71%
41, 919
41, 919
40, 319
1, 600
3. 82%
Vehicle Expense
180, 814
180, 814
36, 184
144, 630
79. 99%
Telephone
295, 645
295, 645
289, 542
6, 103
2. 06%
Equipment Rental
185, 967
185, 967
183, 266
2, 701
1. 45%
Utilities
51, 767
51, 767
51, 717
50
0. 10%
Travel
370, 978
95, 010) (
a),( b),
Q),( o)
275, 968
272, 801
3, 167
1. 15%
Meals
97, 239
23, 881) (
b),( i),(
m)
73, 358
71, 842
1, 516
2. 07%
Rent Expense Professional
Fees and Licenses
Entertainment
98, 312
98, 312)
(
Advertising
165, 113
165, 113)
(
Postage and Printing
51, 074
2, 854)
935, 646
199, 319) (
Professional
Services
Business Insurance
576, 189
Recruiting Fees
135, 306
4, 222)
Dues and Subscriptions
168, 126
73, 314) (
Depreciation
911, 781
Amortization
532, 045
Temporary Help
532, 045)
i),(
(
0. 00%
a) a),( f),
Q)
b)
(
a),( c),( I)
(
746, 197
198, 490)
(
48, 220
47, 875
345
0. 72%
736, 327
735, 577
750
0. 10%
576, 189
571, 507
4, 682
131, 084
131, 084
d)
Bad Debt
12, 395)
12, 395
(
f)
Contributions
10, 299
10, 299)
(
c)
Miscellaneous Expense
55, 095
33, 797) (
h),( k),( n)
94, 812
90, 976
3, 836
4. 05%
911, 781
676, 236
235, 545
25. 83%
23, 487
23, 487
547, 707
458,595
0. 00%
21, 298
8, 013)
Gain on Disposal of Assets
115, 949)
115, 949)
1, 642, 196)
1, 642, 196)
Overhead Allocation to Subsidiaries
Overhead Subtotal
Fringe Benefits& General Overhead Total
OVERHEAD
RATE
FACILITIES
CAPITAL COST OF MONEY
$
0. 00% 0. 00%
g) (
Overhead Allocation to Field
General
15, 782, 288
(
2, 052, 699)
13, 729, 589
23, 385, 864
$ (
2, 076, 435)
21, 309, 429
162. 38%
RATE( SEE NOTE F)
16. 27%
0. 00% 21, 298
373, 354
(
0. 00%
89, 112
0. 00%
Interest Expense
373, 354)
0. 81% 0. 00%
p)
23, 487
Taxes
0. 00%
m) a)
$
(
107, 937)
93. 09%
1, 642, 196) 895, 132)
895, 132
12, 130, 127
1, 599, 462
18, 862, 384
$
2, 447, 045
171. 67%
114. 60%
1. 64%
0. 55%
Exhibit B See accompanying 3
notes.
2 Of 2
COST INFORMATION BREAKDOWN OF BILLING RATES AND DIRECT NONLABOR RATES Otak Actuals
Not To Exceed ( ANTE)
DIRECT LABOR COSTS
1•
ii
PIC/ Sr. PM Architecture
Office
82. 42
142. 84
24. 73
249. 99
Sr. PM - Architecture
Office
65. 21
113. 02
19. 56
197. 79
Leader
Office
64. 38
111. 57
19. 31
195. 26
Office
42. 37
73. 43
12. 71
128. 51
Studio
Project Manager-
Design
Architect
VI
Office
59. 43
103. 00
17. 83
180. 26
Architect
V
Office
51. 62
89. 46
15. 49
156. 57
Architect
IV
Office
48. 28
83. 67
14. 48
146. 44
Architect
III
Office
41. 21
71. 42
12. 36
124. 99
11. 17
112. 92
Architect II
Office
37. 23
64. 52
Architect I
Office
33. 45
57. 98
10. 04
101. 47
Architectural Technician
VI
Office
50. 08
86. 79
15. 02
151. 89
Architectural
Technician
V
Office
40. 64
70. 44
12. 19
123. 28
Architectural
Technician
IV
Office
33. 07
57. 31
9. 92
100. 30
Architectural
Technician
III
Office
27. 51
47. 68
8. 25
83. 44
Architectural
Technician
II
Office
25. 75
44. 63
7. 73
78. 10
Architectural
Technician
I
Office
22. 32
38. 68
6. 70
67. 70
Sr. PIC/ Sr. PM Civil
Office
82. 42
142. 84
24. 73
249. 99
PIC/ Sr. PM Civil
Office
81. 71
141. 61
24. 51
247. 82
Office
70. 00
121. 32
21. 00
212. 32
62. 50
108. 32
18. 75
189. 57
Civil Engineer X Civil Engineer IX
Office
Civil Engineer VIII
Office
56. 50
97. 92
16. 95
171. 37
VII
Office
49. 52
85. 83
14. 86
150. 21
Civil Engineer VI
Office
47. 79
82. 82
14. 34
144. 95
Civil Engineer V
Office
46. 05
79. 81
13. 82
139. 68
Civil Engineer
IV
Office
39. 69
68. 79
11. 91
120. 39
Civil Engineer
III
Office
35. 55
61. 60
10. 66
107. 81
Civil Engineer
II
Office
33. 07
57. 31
9. 92
100. 30
Civil Engineer
I
Civil Engineer
Office
30. 90
53. 55
9. 27
93. 72
Engineering
Designer VII
Office
52. 88
91. 65
15. 87
160. 40
Engineering
Designer VI
Office
46. 00
79. 72
13. 80
139. 52 120. 96
Engineering
Designer
V
Office
39. 88
69. 12
11. 96
Engineering
Designer IV
Office
36. 09
62. 55
10. 83
109. 48
Engineering
Designer III
Office
31. 25
54. 16
9. 38
94. 78
Engineering
Designer
Office
29. 81
51. 66
8. 94
90. 41
If
Engineering
Designer I
Office
25. 79
44. 70
7. 74
78. 23
Engineering
Technician
VIII
Office
56. 57
98. 04
16. 97
171. 58
Engineering
Technician
VII
Office
47. 48
82. 29
14. 24
144. 02 121. 54
Engineering
Technician
VI
Office
40. 07
69. 45
12. 02
Engineering
Technician
V
Office
37. 54
65. 07
11. 26
113. 87
Engineering
Technician
IV
Office
33. 00
57. 19
9. 90
100. 09
Engineering
Technician III
Office
27. 181
47. 11
8. 15
82. 44
Engineering
Technician
II
Office
23.
701
41.
071
7. 11
71. 89
Engineering Technician
I
Office
21.
63
37. 49
6. 49
65. 61
Otak Actuals Not to Exceed( ANTE)
1
Page
1
of 3
COST INFORMATION BREAKDOWN OF BILLING RATES AND DIRECT NONLABOR RATES Otak Actuals Not To Exceed ( ANTE) DIRECT LABOR COSTS
PIC/ Sr. CM
Field
64. 38
74. 13
19. 31
157. 82
Construction Manager VI
Field
62. 50
71. 97
18. 75
153. 22
Manager V
Field
55. 84
64. 30
16. 75
136. 88
Construction Manager IV
Field
52. 27
60. 19
15. 68
128. 15
Construction
Manager III
Field
47. 38
54. 56
14. 21
116. 15
Construction
Manager II
Field
43. 91
50. 56
13. 17
107. 64
38. 69
44. 55
11. 61
94. 84
Construction
Construction Manager I
Field
Field Representative
VII
Field
52. 00
59. 88
15. 60
127. 48
Field Representative VI
Field
45. 32
52. 19
13. 60
111. 10
47. 84
12. 47
101. 86 85. 30
Field Representative
V
Field
41. 55
Field Representative
IV
Field
34. 79
40. 06
10. 44
Field Representative
III
Field
31. 581
36. 36
9. 47
77. 42
Field Representative
II
Field
28. 23
32. 51
8. 47
69. 21
Field Representative
I
Field
26. 14
30. 10
7. 84
64. 09
CM Documentation Specialist III CM Documentation
Field
40. 87
47. 06
12. 26
100. 18
Specialist
II
Field
34. 47
39. 69
10. 34
84. 50
CM Documentation Specialist
I
Field
29. 27
33. 71
8. 78
71. 76
Sr. PIC/ Sr. PM LA/ Master Planner
Office
79. 23
137. 31
23. 77
240. 31
PIC/ Sr. PM LA/ Master Planner
Office
67. 72
117. 37
20. 32
205. 40
Landscape Architect
VI
Office
51. 37
89. 03
15. 41
155. 81
Landscape
Architect
V
Office
45. 05
78. 07
13. 51
136. 64
Landscape
Architect
IV
Office
40. 64
70. 43
12. 19
123. 27
Landscape Architect III
Office
38. 23
66. 26
11. 47
115. 96
II
Office
34. 62
59. 99
10. 38
104. 99
Landscape
Architect
Landscape
Architect I
Office
29. 62
51. 34
8. 89
89. 85
Landscape
Technician
III
Office
31. 25
54. 16
9. 38
94. 78
Landscape
Technician
II
Office
27. 47
47. 61
8. 24
83. 32
Landscape
Technician
I
Office
20. 60
35. 70
6. 18
62. 48
PIC/ Sr. PM Urban Design
Office
62. 59
108. 47
18. 78
189. 84
Urban Designer V
Office
57. 94
100. 41
17. 38
175. 73
Sr. PM - Planner II
Office
57. 39
99. 46
17. 22
174. 06
Sr. PM - Planner I
Office
52. 50
90. 99
15. 75
159. 24
Planner IV
Office
46. 15
79. 99
13. 85
139. 99
Planner III
Office
44. 57
77. 24
13. 37
135. 18
Planner II
Office
40. 10
69. 49
12. 03
121. 62
Planner I
Office
31. 71
54. 96
9. 51
96. 19
Planner Associate
IV
Office
35. 02
60. 69
10. 51
106. 22
Planner
Associate
III
Office
31. 52
54. 62
9. 46
95. 60
Planner
Associate
II
Office
28. 73
49. 79
8. 62
87. 13
Planner Associate
I
Office
20. 60
35. 70
6. 18
62. 48
Office
34. 15
59. 19
10. 25
103. 59
Office
32. 25
55. 89
9. 68
97. 82
Office
30. 00
51. 99
9. 00
90. 99
Sr. GIS SpecialistGIS Specialist-
Planning/ GIS
Planner
Planner Intern
Otak Actuals Not to Exceed( ANTE)
Page 2 of 3
COST INFORMATION BREAKDOWN OF BILLING RATES AND DIRECT NONLABOR RATES Otak Actuals Not To Exceed ( ANTE) DIRECT LABOR COSTS
elaq.rta
Overh"
Type
la
Max Billing Rlate
Ov Direct Rate
3. 03 Office
Office: 30. 00%
PIC/ Scientist
Office
66. 52
115. 29
19. 96
201. 77
Scientist
VI
Office
63. 56
110. 16
19. 07
192. 78
Scientist V
Office
51. 04
88. 46
15. 31
154. 81
Scientist
IV
Office
43. 56
75. 50
13. 07
132. 14
Scientist
III
Office
37. 95
65. 77
11. 39
115. 11
Scientist
II
Office
32. 34
56. 05
9. 70
98. 09
Scientist
I
Office
25. 48
44. 16
7. 64
77. 29
Office
43. 74
75. 81
13. 12
132. 67
Environmental
PIC/ PLS-
Specialist
Sr. Manager
Field
80. 00
92. 12
24. 00
196. 12
Land Surveyor
V
Field
61. 90
71. 28
18. 57
151. 75
Professional Land Surveyor
IV
Field
51. 39
59. 18
15. 42
125. 99
Professional Land Surveyor III
Field
48. 08
55. 36
14. 42
117. 86
Professional Land Surveyor II
Field
41. 82
48. 15
12. 55
102. 52
Professional
Field
39. 50
45. 48
11. 85
96. 83
Crew Chief III
Field
39. 50
45. 48
11. 85
96. 83
Survey Crew Chief II
Field
32. 72
37. 68
9. 82
80. 21
Survey Crew Chief I
Field
28. 79
33. 15
8. 64
70. 58
Field
33. 54
38. 62
10. 06
82. 22 71. 09
Professional
Survey
Land Surveyor I
Survey
Office Technician
III
Survey
Office Technician
II
Field
29. 00
33. 39
8. 70
Survey Office Technician
I
Field
26. 00
29. 94
7. 80
63. 74
Survey Field Technician
III
Field
24. 38
28. 07
7. 31
59. 77
Survey
Field Technician
II
Field
22. 69
26. 13
6. 81
55. 62
Survey
Field Technician
I
51. 48
Special Services
Consultant
Project Coordinator Project Administrative Assistant Graphics
Specialist
Field
21. 00
24. 18
6. 30
Office
73. 82
127- 94
22. 15
223. 90
Office
39. 91
69. 17
11. 97
121. 06
51. 13
8. 85
89. 48
63. 691
11. 03
111. 47
29. 50
Office I
Office
1
36. 751
The Indirect Cost Rate ( ICR), profit, and max rate per hour listed above are the maximum rates payable under this Agreement. Rates invoiced shall be based on the direct salary of the individual
employee
plus ICR plus profit and shall not exceed the Max Billing Rate for each
Classification listed.
Direct Non- Salary Costs, including
subconsultont
fees, will be reimbursed
at actual cost.
All travel will be invoiced per WSDOT Travel Regulations.
Otak Actuals Not to Exceed( ANTE)
Page 3 of 3
Exhibit D- 1 Consultant Fee Determination - Summary Sheet
Lump Sum, Cost Plus Fixed Fee, Cost Per Unit of Work) Project: Allender Road Bridge Replacement, Cowlitz County Direct Salary Cost( DSC): Classification
Labor
PIC/ Sr. PM Civil
Cost
Rate
Hours
175
x
75. 09
13, 140. 75
Engineer
VI
108
x
47. 79
5, 161. 32
Civil Engineer
IV
134
x
38. 67
5, 181. 78
129
x
40. 07
5, 169. 03
48
x
77. 59
3, 724. 32
Civil
Tech
Engineering
VI
PIC/ Sr. PM Civil Civil
Engineer
VII Designer
Engineering
Ill
152
x
49. 45
7, 516. 40
311
x
30. 82
9, 585. 02
Civil
Engineer
IX
28
x
61. 36
1, 718. 08
Civil
Engineer
X
16
x
64. 35
1, 029. 60
Civil Engineer
VII
214
x
49. 10
10, 507. 40
Civil
III
220
x
34. 99
7, 697. 80
178
x
30. 14
5, 364. 92
38
x
23. 69
900. 22
177
x
51. 04
9, 034. 27
225
x
27. 70
6, 232. 72
228
x
43. 74
Engineer
Engineering Designer Project
Admin
Scientist
V
Scientist
II
III
Assist
Specialist
Environmental
9, 972. 95
Total
DSC
=
101, 936. 58
Overhead ( OH Cost Including Salary Additives): of
173. 31%
x
101, 936. 58
176, 666. 28
Rate x DSC of
30. 00%
x
101, 936. 58
30, 580. 97
OH Rate
x
DSC
Fee Fee
Reimbursables Mileage,
Reproducibles,
1, 265. 16
Misc Total
Subconsultant Geotechnical
Cultural-
Reimbursables
Engineering-
Archaeological
RhinoOne (
Investigations
44, 313. 00
DBE)
7, 307. 00
NW
DOT
Form
Date
By
140- 089 EF Exhibit
Revised
6/ 05
Costs
=
51, 620. 00
362, 069. 00
Total
Prepare
1, 265. 16
Costs
Total Subconsultant
Grand
=
E- 1
Omm
m
mmm
mm
o®
mo
Om
INMEMENNIN
m
m®
m
mommlm=
mmmmmmmmmK^*. Em m moommom
SIDE
MKOIN
nommom
m m: SOME
.
m m• m• m• m •. m• m
mmmmFm=
m•
MINORU=
IMMEMEMENM
oi© o
oio© oio© m• ooio ooio
oo 0o
000
0
o o
o o
w
SIDES
w w w m
EMISSION
m0 ma
o o o
mmsomogm mm mm mm mmmommilm
sommimum mmmmm[ B=
ME" Nam warm
m
o o
m
o oo 0 0o 0© o
m•
m
w w
0
mm®®
m0® ova
Exhibit E
Sub- consultant Cost Computations If no
sub- consultant
participation
listed
at
this
time.
The CONSULTANT
shall
not sub- contract
for the
performance of any work under this AGREEMENT without prior written permission of the AGENCY. Refer to section VI " Sub- Contracting" of this AGREEMENT.
Local Agency A& E Professional Negotiated
Agreement Number
Services
Hourly Rate Consultant
Agreement
Revised
0210112021
Admhk
Transportation Building 310 Maple Park Avenue S. E.
Washington State Department of Transportation
P.O. Box 4 300 Olympia,
WA 98504- 7300
360- 705- 7000 TTY: 1- 800- 833- 6388 www. wsdot. wa. gov
May 26, 2021 Rajiv Ali, Owner Rhino One, LLC
12308 NE 56t' St, Ste 1107 Vancouver,
Re:
WA 98682- 6453
Rhino One, LLC Safe Harbor Indirect Cost Rate Extension
Dear Mr. Ali:
Washington State has received approval from our local Federal Highway Administration( FHWA)
Division to continue administering the" safe harbor" indirect cost rate program on engineering and design related service contracts, as well as for Local Public Agency projects. We completed
our risk assessment
for Rhino One, LLC in October 2016.
Our assessment
was
conducted based on the documentation provided by the firm. The reviewed data included, but was not
limited to, a description of the company, basis of accounting, accounting system and the basis of indirect costs. Based on our review, we found the firm eligible to use the Safe Harbor rate. Rhino One opted to
use the Safe Harbor rate, rather than provide a FAR-compliant rate. Based on further review and discussion with the firm, we are issuing an extension of the Safe Harbor Indirect Cost Rate of 110% of direct labor with a field
rate,
where
applicable,
of 80% of direct labor for
Rhino One.
Rhino One agreed to improve Internal Controls and timekeeping processes to be able to develop an Indirect Cost Rate Schedule in the future in accordance with the Federal Acquisition Regulations ( FAR), Subpart 31.
The WSDOT Internal Audit Office has provided guidance and information related to FARs
and the AASHTO
Audit Guide.
You may
use
the Safe Harbor Rate of 110%,
or
80% for field office
situations, for agreements entered prior to June 30, 2022. For agreements entered after this date, please contact the WSDOT Consultant Services Office ( CSO) or our office for guidance. The Safe Harbor Rate will not be subject to audit. Please coordinate with CSO or your Local Programs contact if you have questions about when to apply the Safe Harbor rate to your agreement. If you have any questions, please contact Steve McKemey or me at( 360) 705- 7003. Sincerely, G
Schatzie3- Iarvey, CPA Agreement
cc:
Compliance
4 Audit Manager
Steve McKerney, Director of Internal Audit
Larry Schofield, MS 47323 File
fFINIll
64e
RhinoOne GEOTECHNICAI Actuals Not To Exceed Table ( ANTE)
WSDOT
Agreement:
Cowlitz County Allender Road Bridge Rhino One LLC 12308
NE 56th Street
Vancouver,
Unit 1107
Washington
98682
Direct
Job Classifications
Staff Name
Labor
Rate
NTE* Principal Geotechnical Senior Pavement
Engineer
Project Geotechnical Pavement
Engineering
Geotechnical
Engineer
Engineer
Staff
Engineering Staff
Staff Engineering Geologist CAD
Technician
Field Technician
Overhead
Fixed
Fee
All Inclusive
Hourly Biling
NTE*
NTE
110. 00%
30, 00`Yo
Rate
NTE
Rajiv Ali
70. 62
77. 68
21. 19
169. 49
Skykler Chaney
60. 00
66. 00
18. 00
5144. 00
Christina
47. 50 '
52. 25
14. 25
114. 00
James Amundsen
42. 38
46. 62
12. 71
101. 71
Levi Good
36. 00
39. 60
10. 80
86. 40
Peter Hughes
45. 20
49. 72
13. 56
108. 48
Devin Blackshere
33. 33
36. 66
10. 00
79. 99
Wayne Wolfe
30. 00
33. 00
9. 00
72. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0.00
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00 -.
0. 00
50. 00
0. 00
0. 00
50. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0.00
0. 00
0. 00
0. 00
0. 00
0. 00 ;
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0. 00
0.
001
0. 00
Hemberry
0,
001,
Cowlitz County Allender Road Bndge
Rhino
c
Q uCowlitz
County•
Allender Road Bridge
ROG
GEOTECHNICAL
Task5
and
PAVEMENT
5. 1
DESIGN
Research
and
2020
5. 3
Laboratory
Testing
and
Report
5. 4
Roadway Drafting-
2. 3
a
a
Services
and
Final
and
@$
751hour
Drill
Rio
2 de
Hand Auger
robe/
Traffic Control
Sub-
Four
Two sets
1
4
8
8
4
32
4
42
4
20
8
42
8
15
2. 542 $
Cost
24
96
10, 944
$
2, 604
1
52 $
Subtotal
TOTAL LABOR 8 EXPENSES
4, 493
1, 573 4, 450
1, 573 $
14, 250
$
18, 700
4, 840
$
12. 468
70
7, 628
12
70
7, 972
7, 972
45
45
3, 600
3, 600
58 $
14
46
4, 639
245
$
0
25, 222
$
19. 090
$
44, 312
Total
Onty
a
500
1
75
4
500 300
3, 850
2
7700
2, 250
1
2250
1, 750
2
3500
14250
5. 2
Total
B1
03102021R
05212021
NWM.
Road
Outside
Contents
840
21
40
Limits
125
6
125
6
750
100
4
400
3001
2
750
2
Moisture and
Direct
Services/
Density chlorides
Shear
Sub- Total
Road
Dollars
79. 9
2
Six Grain Size
Atterberg
of pH, electrical resistivity, sulphates Two
4 Mend.
2
ask
Total
40 Water Six
2020- 0
86. 40
Hours
Laboratory Testing and Engineering Analysis
5. 3
OM
Plan
Control
4 hours
Geo
o
Total Labor Expenses
p Q
L9
Total
Labor
Exploratlons
Traffic Locates
tr
01
Design
Unit Subsurface
Utility
o
108, 48 $
Analysis
Expenses
Private
m 3i m o=
114. 00 $
TOTAL HOURS
Outside
d
-
169, 49 $
Consultation
TOTAL AMOUNT $
5. 2
m rn
y
E
c=
Explorations
Design
90%
m S a
u
SERVICES
Engineering
and
o
Reconnaissance
Subsurface
5. 2
Rates $
s m
One
m
Tests
ask 5. 3
Expenses)
750
600 1500
4840
19090.
00
Faye
t
R--
d 5. 2]
2021 :
iG
Pu
Development Division
Washington State Department of Transportation
PO Boxt47 Olympia.
08ces
Office
WA 98504- 7408
7345 Underson Way SW Tumwater,
TTY:
WA 98501-
6504
1- 800- 833- 6388
www. wsdot. wa. gov
December 28, 2020 Archaeological
Services,
LLC
601 Officers Row Vancouver, WA 98661
Subject:
Acceptance
FYE 2019 ICR— Audit Office Review
Dear Alexander Gall: Transmitted
herewith
is the WSDOT Audit Office' s memo
of " Acceptance"
of your
firm' s FYE 2019 Indirect Cost Rate ( ICR) of 107. 48% of direct labor. This rate wiII be
applicable for WSDOT Agreements and Local Agency Contracts in Washington only. This rate may be subject to additional review if considered necessary by WSDOT. Your ICR must be updated on an annual basis.
Costs billed to agreements/ contracts will still be subject to audit of actual costs, based on the terms and conditions of the respective agreement/ contract.
Any other entity contracting with your firm is responsible for determining the acceptability of the ICR. This
was
not
a
cognizant
review.
If you have any questions, feel free to contact our office at( 360) 705- 7019 or via email consultantratesi
a',wsdot. wa. eov.
Regards;
Jonson, Erik Dec 28 2020 11 : 26 AM cosi8n
ERIK K. JONSON Contract Services Manager EKJ: ah
SERVICES, LLC
ARCHAEOLOGICAL 601
Officers
Row
Vancouver,
WA
98661
(
360)
260- 8614
Fax(
360)
260- 0129
W.
RCMV
C&
SERVICES
Indirect Cost Rates for FYE 2019
Profit Overhead Discipline
or
Hourly
Job Title
@
Rate
Qa 30% of Rate Per
Principal Investi
rate
38
$ 98. o1
$
44. 36
$
12.
0o
$
37 62
$
1o. 5o
23. 50
$
25. 26
$
7. 05
s55. 81
s35. 00
$
37. 6z
s1o. 5o
s83. 12
Office Coordinator
s19. 65
$
21. 12
Laboratory Coordinator
22. 00
$
Professional Project
Hour
hourly
107. 48%
Manager,
ator
41. 27
Archaeologist Field
35 supervisor,
etc.)
Research Historian/ Archaeo log ist
Specialist ( e. g. cartographer, lithic analyst, Faunal analyst, GIS,
$
83. 12
$
etc.)
5. 90
$
46. 66
23. 65
s6. 6o
$
52. 25
47- So
$
Archaeological Technician
1
20. 00
$
21. 50
s6. 00
$
Archaeological Technician
2
22. 00
$
23. 65
s6. 6o
$ 52. 25
Technician 3
27. 25
1$
29. 29
Archaeological
1$
8. 18
$
64• 71
W h
CULTURAL RESOURCE SURVEY SCOPE/ ESTIMATE/ CONTRACT
Cultural Resources Survey of the Allender Road Bridge Replacement Project, Cowlitz County, Washington Prepared
for:
OTAK
Douglas Sarkkinen I Principal
700 Washington Street, Suite 300 1 Vancouver, WA 98660 Cell: 360. 990. 4193
May 27, 2021
PROJECT
UNDERSTANDING
Cowlitz County is proposing a project to replace a bridge over Stillwater Creek on Allender Road in northern Cowlitz County. The bridge is the middle of three crossings that Allender Road has over
Stillwater Creek. According to the engineering firm, the area of potential effect( APE) will be 400 feet long by 100 feet wide along the roadway with a 150- foot by 60- foot area along the creek, which will receive habitat restoration. This puts the APE at a little under 1 acre. Allender Road will be re- aligned as part of this project. The project is receiving funding through the Washington Dept. of Transportation ( WSDOT) from the Federal Highway Administration ( FHWA) and will also require a permit from the U. S. Army Corps of Engineers ( USACE), thereby making the project a federal undertaking. As such, the project is subject to review under Section 106 of the National Historic Preservation Act( NHPA) of 1966, which
mandates that federal agencies consider the effects of their undertakings on historic properties, including archaeological sites that are listed on, or eligible for listing on, the National Register of Historic Places ( NRHP). ASCC assumes that WSDOT will take the lead for the Section 106, acting on behalf of FHWA.
The survey proposed here, will satisfy a portion of the Section106 process, as codified in 36CFR 800. 4, with the goal being to inventory any historic properties that are within the APE and assess the project' s potential to adversely affect them. If historic properties, including archaeological materials, are found, additional work to determine significance ( i.e. NRHP eligibility) may be required, which is not included in this scope.
1
ASSUMPTIONS
By the time of fieldwork, the APE for the project will have been established through consultation between WSDOT and interested parties, including the Department of Archaeology and Historic Preservation ( DAHP) The APE is confined to the footprint for construction
activities and does not include an APE for
indirect effect( visual, noise, etc.). No archaeological
sites have been recorded
within the current APE
The field survey and excavation of shovel test probes do not require a permit from DAHP If at any time human remains are encountered, work will cease, and notification of affected parties will proceed as directed by RCW 27. 44
1. SCOPE OF WORK
Archaeological Services, LLC ( ASCC) shall agree to be responsible for the following tasks: a)
Conduct a records review to determine if cultural resources have been previously identified in the project area and to provide historical context for the project area.
b)
Carry out consultation on an as- needed basis with project proponent, relevant agencies and affected Tribes. This consultation does not take the place of the lead federal agency's government-to- government responsibilities under Section 106.
c)
Conduct a field investigation consisting of a systematic surface and subsurface investigation. The subsurface investigation may entail the excavation of up to five ( 5) shovel test probes STPs) at the discretion of the Field Director. STPs consist of cylindrical holes excavated by shovel that are 40- SO cm in diameter and excavated to at least 50cm below ground surface. All excavated soil will be screened through nested 1/ 4- inch and 1/ 8- inch screen to recover
artifacts. To test deeper sediments, ASCC may auger a selection of STPs with a 6- inch bucket auger.
d)
Prepare a draft report for client review stating the proposed project and the methods and results of the research and field investigation.
e)
Finalize
the report and associated
documents
in based on reviewer
comments.
2. DELIVERABLE ITEMS The deliverable items under this Agreement are: a)
One draft and one final report with the results of the cultural resources survey of the APE
meeting the reporting guidelines of DAHP and meeting the documentation standards of Section 106. b)
Project maps, photographs, and GIS data showing the project area, excavation location( s), and any cultural resources located during the investigation.
c)
Recommendations for further work or project avoidance areas, if warranted by findings.
d)
If required, any cultural resource inventory forms resulting from the survey investigation.
2
3. ESTIMATED COSTS*
The total estimated
cost to complete this
project is $ 7, 306. 97. See next page for cost
breakdowns. The cost rates presented below are a certified indirect cost rate ( ICR) approved by WSDOT for Local Agency Agreements. This cost is assumed to be a not- to- exceed cost. ASCC will track time and materials carefully
and only invoice for actual time and materials spent on completing the tasks in the scope of work. Please be aware that these estimated costs are based on information currently
available. Requests made by consulting parties, unexpected findings in the field, or changes in project scope may necessitate a revision of these costs. For example, if archaeological materials are identified, additional costs will be attached for the completion of each necessary Washington State Archaeological Site or Isolate Form or a Historic Property Form 350. 00/ form).
3
Cost Breakdown Table:
Allender Road Bridge Project Area Cultural Resources Survey 5/ 27/ 2021 Task
On- going project
with Client, USACE,
consultation
DAHP, and
Tribes as appropriate
Travel
Cultural
resource field
Billing
Hours
Rate/ Hr
6
98. 01
588. 06
Billable
Principal
Amount
Investigator
Research
Archaeologist III
8
64. 71
517. 68
Demobilization
Archaeologist
1
2
47. 50
95. 00
Driver*
6
47. 50
285. 00
Archaeologist III
14
64. 71
905. 94
Archaeologist 11
0
52. 25
0. 00
2
83. 12
166. 24
Archaeologist 111
4
64. 71
258. 84
Archaeologist III
5
64. 71
323. 55
2
83. 12
166. 24
2
98. 01
196. 02
48
64. 71
3, 106. 08
2
46. 66
93. 32
Total
6, 701. 97
Background
Mobilization/
Estimated Personnel
Time*
survey of APE ( est. excavation of up to 5 STPs
Professional Archaeologist
GPS/ GIS Data Management
Graphics
Preparation
Professional Site Form
Prep. Or Updates
Archaeologist
Principal Report Preparation
Investigator Archaeologist III
Office Administrative Coordinator
Additional
Expenses
Mileage*
Unit Cost
Est. Units
Cost
400
125. 00
0
0. 00
Per Diem
55. 00
0
0. 00
375. 00
1
375. 00
SHPO Site
Inventory Form( if needed)
$
230. 00
0. 575
Lodging( 3 crew, 2 nights)
Due to COVID protocols, crew may need to drive separately to site NTE
Total
$
7, 306. 97
4
Exhibit F - Title V1 Assurances Appendix A & E APPENDIX A
During the performance of this contract, the contractor, for itself, its assignees, and successors in interest ( hereinafter
1.
referred to as the " contractor") agrees as follows:
Compliance with Regulations: The contractor( hereinafter includes consultants) will comply with the Acts
and the Regulations relative to Non-discrimination in Federally-assisted programs of the U.S. Department of Title of Modal Operating Administration), as they may be amended from time to time, which
Transportation, (
are herein incorporated by reference and made a part of this contract. 2.
Non- discrimination: The contractor, with regard to the work performed by it during the contract, will not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors,
including procurements of materials and leases of equipment. The contractor will not participate directly or indirectly in the discrimination prohibited by the Acts and the Regulations, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR Part 21. Include Modal Operating Administration specific program requirements.] 3.
Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding, or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the contractor of the contractor' s obligations under this contract and the Acts and the Regulations relative to Non- discrimination on the grounds of race, color, or national origin.[ Include Modal Operating Administration specifc program requirements.]
4.
Information and Reports: The contractor will provide all information and reports required by the Acts, the Regulations, and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Recipient or the ( Title of Modal
Operating Administration) to be pertinent to ascertain compliance with such Acts, Regulations, and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the contractor will so certify to the Recipient or the ( Title of Modal Operating Administration), as appropriate, and will set forth what efforts it has made to obtain the information. 5.
Sanctions for Noncompliance: In the event of a contractor' s noncompliance with the Non- discrimination
provisions of this contract, the Recipient will impose such contract sanctions as it or the ( Title of Modal Operating Administration) may determine to be appropriate, including, but not limited to: a.
b.
6.
withholding payments to the contractor under the contract until the contractor complies; and/ or cancelling, terminating, or suspending a contract, in whole or in part.
Incorporation of Provisions: The contractor will include the provisions of paragraphs one through six in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts, the Regulations and directives issued pursuant thereto. The contractor will take action with respect to any subcontract or procurement as the Recipient or the ( Title of Modal Operating Administration) may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the contractor
becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the contractor may request the Recipient to enter into any litigation to protect the interests of the Recipient. In addition, the contractor may request the United States to enter into the litigation to protect the interests of the United States.
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised
0210112021
Number
Exhibit F - Title VI Assurances Appendix A & E APPENDIX E
During the performance of this contract, the contractor, for itself, its assignees, and successors in interest hereinafter referred to as the " contractor")
agrees to comply with the following non-discrimination statutes and authorities; including but not limited to: Pertinent
Non- Discrimination
Authorities:
Title VI of the Civil Rights Act of 1964 ( 42 U. S. C. § 2000d et seq., 78 stat. 252), ( prohibits discrimination
on
the basis of race,
color,
national
origin);
and 49 CFR Part 21.
The Uniform Relocation Assistance and Real Property Acquisition
Policies
Act of 1970, ( 42 U. S. C. §
4601), ( prohibits
unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal- aid programs and projects); Federal- Aid Highway Act of 1973, ( 23 U. S. C. § 324 et seq.), ( prohibits discrimination on the basis of sex);
Section 504 of the Rehabilitation discrimination
on
Act of 1973, ( 29 U. S. C. §
794 et seq.),
as amended, (prohibits
the basis of disability); and 49 CFR Part 27;
The Age Discrimination Act of 1975,
as
amended, ( 42 U. S. C. § 6101 et seq.), ( prohibits
discrimination
on the basis of age); Airport and Airway Improvement
Act of 1982, ( 49 USC § 471, Section 47123),
as
amended, ( prohibits
discrimination based on race, creed, color, national origin, or sex); The Civil Rights Restoration
Act of 1987, ( PL 100- 209), ( Broadened
the scope, coverage and
applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and
Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms " programs or activities" to include all of the programs or activities of the Federal- aid recipients, sub- recipients and
contractors, whether such programs or activities are Federally funded or not); Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation,
and certain testing
entities (
42 U. S. C. §§
12131- 12189) as implemented by
Department of Transportation regulations at 49 C. F. R. parts 37 and 38; The Federal Aviation Administration'
s
Non- discrimination
statute (
49 U. S. C. § 47123) ( prohibits
discrimination on the basis of race, color, national origin, and sex);
Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, which ensures discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or
environmental effects on minority and low-income populations; Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency ( LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs ( 70 Fed. Reg. at 74087 to 74100); Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities ( 20 U. S. C. 1681 et seq).
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised
0210112021
Number
Exhibit G
Certification Exhibit G- 1( a)
Certification of Consultant
Exhibit G- 1( b)
Certification of Agency Official
Exhibit G- 2
Certification
Regarding Debarment,
Suspension
and Other
Responsibility
Document
Matters -
Covered Transactions Exhibit
G- 3
Exhibit G4
Local
Certification Regarding the Restrictions of the Use of Federal Funds for Lobbying Certificate of Current Cost or Pricing Data
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised
0210112021
Number
Primary
Exhibit G- 1( a) Certification
of Consultant
I hereby certify that I am the and duly authorized representative of the firm of Otak, Inc. whose address is
700 Washington Suite 300, Vancouver, WA 98660 and that neither the above firm nor I have
Employed or retained for a commission, percentage, brokerage, contingent fee, or other consideration, any firm or person ( other than a bona fide employee working solely for me or the above CONSULTANT)
a)
to solicit
b)
or secure
this AGREEMENT;
Agreed, as an express or implied condition for obtaining this contract, to employ or retain the services of
any firm or person in connection with carrying out this AGREEMENT; or Paid, or agreed to pay, to any firm, organization or person ( other than a bona fide employee working
c)
solely for me or the above CONSULTANT) any fee, contribution, donation, or consideration of any kind for, or in connection with, procuring or carrying out this AGREEMENT; except as hereby expressly stated ( ifany); Washington State Department of Transportation I acknowledge and
the
that this certificate
Federal
Highway
is to be furnished to the
Administration,
U. S.
Department
of Transportation
in
connection
with
this
AGREEMENT involving participation of Federal- aid highway funds, and is subject to applicable State and Federal laws, both criminal and civil.
Otak, Inc. Consultant( Firm Name)
Signature( Authorized Official of Consultant)
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Date
Agreement Revised
0210112021
Number
Exhibit G- 1( b) Certification of I hereby certify that I am the:
0 Director Other
of the Cowlitz
County Department
of Public Works, and
Otak, Inc.
or its representative has not been required, directly or indirectly as an express or implied condition in connection with obtaining or carrying out this AGREEMENT to: a)
Employ or retain, or agree to employ to retain, any firm or person; o
b)
Pay,
or
agree
to
pay,
to
any firm, person,
or
organization,
any
fee,
contribution,
donation,
or
consideration of any kind; except as hereby expressly stated( if any):
I acknowledge that this certificate is to be furnished to the Washington State Department of Transportation and
the
Federal
Highway
Administration,
U. S.
Department
of Transportation,
in
connection
with
this
AGREEMENT involving participation of Federal- aid highway funds, and is subject to applicable State and Federal laws, both criminal and civil.
J_'_ Signature
I
Local Agency A& E Professional Negotiated
L
I i11,
z
Date
Services
Hourly Rate Consultant
Agreement
Agreement Revised 0210112021
Number
Exhibit G- 2 Certification Regarding Debarment Suspension and Other Responsibility Matters - Primary Covered Transactions I.
The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals:
A. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; B.
Have not within a three ( 3) year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining,
attempting
to
obtain,
or
performing
a
public ( Federal,
State,
or
local)
transaction
or
contract under a public transaction; violation of Federal or State anti- trust statues or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; C.
Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity
Federal, State, or local) with commission of any of the offenses enumerated in paragraph ( 1)( b) of D.
this certification;
an
Have not
a
within
three ( 3)
transactions ( Federal, II.
year
period preceding
State and local) terminated
this
application /
proposal had one or more public
for cause or default.
Where the prospective primary participant is unable to certify to any of the statements in this certification such prospective participant shall attach an explanation to this proposal.
Otak, Inc. Consultant( Firm Name)
Signature( Authorized
Local
Official of Consultant)
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Date
Agreement Revised
0210112021
Number
Exhibit G- 3 Certification Regarding the Restrictions of the Use of Federal Funds for Lobbying The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge 1.
and belief, that:
No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or any employee of a Member of Congress in
connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative AGREEMENT, and the extension, continuation,
renewal, amendment, or modification of Federal contract, grant, loan or cooperative AGREEMENT. 2.
If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection
with this Federal contract, grant, loan or cooperative AGREEMENT, the undersigned shall complete and submit
Standard
Form -
LLL, " Disclosure
Form
to
Report
Lobbying,"
in
accordance
with
its
instructions.
This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or
entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file shall be subject to a civil penalty of not less than $ 10, 000. 00, and not more than I 00, 000. 00 for each such failure.
the require
certification
The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier sub- contracts, which exceed
100, 000 and that all such sub- recipients shall certify and disclose accordingly.
Otak, Inc. Consultant( Firm Name)
2
Signature( Aut orized Official of Consultant)
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Date
Agreement Revised
0210112021
Number
Exhibit G- 4 Certification of Current Cost or Pricing Data This is to certify that, to the best of my knowledge and belief, the cost or pricing data ( as defined in section of the
Federal
Acquisition
Regulation ( FAR) and required
under
FAR
subsection
15. 403- 4)
submitted, either
actually or by specific identification in writing, to the Contracting Officer or to the Contracting Officer' s representative
in support
of the Allender
are accurate, complete, and current
Road Bridge Replacement Project
as of April 27th, 2021
This certification includes the cost or pricing data supporting any advance AGREEMENT' s and forward pricing rate AGREEMENT' s between the offer or and the Government that are part of the proposal. Firm: Otak, Inc.
s Signature
Principal
U^
Date of Execution
Title
U 3
Identify the proposal, quotation, request for pricing adjustment, or other submission involved, giving the appropriate identifying number( e. g. project title.)
Insert the day, month, and year, when price negotiations were concluded and price AGREEMENT was reached. Insert the day, month, and year, of signing, which should be as close as practicable to the date when the price negotiations were concluded and the contract price was agreed to.
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised
0210112021
Number
Exhibit H
Liability Insurance Increase To Be Used Only If Insurance Requirements Are Increased
The professional liability limit of the CONSULTANT to the AGENCY identified in Section XII, Legal Relations and Insurance of this Agreement is amended to $
The CONSULTANT shall provide Professional Liability insurance with minimum per occurrence limits in the amount of$
Such insurance coverage shall be evidenced by one of the following methods: Certificate of Insurance
Self-insurance through an irrevocable Letter of Credit from a qualified financial institution Self-insurance through documentation of a separate fund established exclusively for the payment of professional liability claims, including claim amounts already reserved against the fund, safeguards established for payment from the fund, a copy of the latest annual financial statements, and disclosure of the investment portfolio for those funds.
Should the minimum Professional Liability insurance limit required by the AGENCY as specified above exceed 1 million per occurrence or the value of the contract, whichever is greater, then justification shall be submitted to the Federal Highway Administration ( FHWA) for approval to increase the minimum insurance limit.
If FHWA approval is obtained, the AGENCY may, at its own cost, reimburse the CONSULTANT for the additional professional liability insurance required. Notes: Cost of added insurance requirements: $
Include all costs, fee increase, premiums.
This cost shall not be billed against an FHWA funded project. For final contracts,
Local
include this exhibit
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised
0210112021
Number
Exhibit I
Alleged Consultant Design Error Procedures The purpose of this exhibit is to establish a procedure to determine if a consultant has alleged design error is of a nature that exceeds the accepted
standard of care. In addition, it will establish
a uniform method for the
resolution and/ or cost recovery procedures in those instances where the agency believes it has suffered some material damage due to the alleged error by the consultant. Step 1 Potential Consultant Design Error( s) is Identified by Agency' s Project Manager At the first indication
of potential consultant design
informed
in these procedures. (
the first step in the process is for the Agency' s project manager to notify the Director of Public Works or Agency Engineer regarding the potential design error( s). For federally funded projects, the Region Local Programs Engineer should be and involved
error( s),
Note: The Director of Public Works or Agency Engineer
may appoint an agency staff person other than the project manager, who has not been as directly involved in the project, to be responsible for the remaining steps in these procedures.) Step 2 Project Manager Documents the Alleged Consultant Design Error( s) After discussion
of the alleged design
error( s)
and the
magnitude
of the alleged
error( s),
and with the
Director of Public Works or Agency Engineer' s concurrence, the project manager obtains more detailed documentation than is normally required on the project. Examples include all decisions and descriptions of work, photographs, records of labor, materials, and equipment. Step 3 Contact the Consultant Regarding the Alleged Design Error(s)
If it is determined that there is a need to proceed further, the next step in the process is for the project manager to contact the consultant regarding the alleged design error(s) and the magnitude of the alleged The project manager and other appropriate agency staff should represent the agency and the consultant should be represented by their project manager and any personnel ( including sub- consultants) error( s).
deemed appropriate
for the alleged design error( s) issue.
Step 4 Attempt to Resolve Alleged Design Error with Consultant
After the meeting( s) with the consultant have been completed regarding the consultant' s alleged design error( s),
there are three possible scenarios:
It is determined
via
mutual
agreement
that there
is not
a
consultant design
error( s).
If this is the case,
then the process will not proceed beyond this point. It is determined via mutual agreement that a consultant design error( s) occurred. If this is the case,
then the Director of Public Works or Agency Engineer, or their representatives, negotiate a settlement with the consultant. The settlement would be paid to the agency or the amount would be reduced
from the consultant' s agreement with the agency for the services on the project in which the design error took place. The agency is to provide LP, through the Region Local Programs Engineer, a summary of the settlement for review and to make adjustments, if any, as to how the settlement affects federal reimbursements. No further action is required. There
is not
a
mutual
agreement
regarding
the
alleged
consultant
design
error( s).
The consultant may
request that the alleged design error(s) issue be forwarded to the Director of Public Works or Agency Engineer for review. If the Director of Public Works or Agency Engineer, after review with their legal counsel, is not able to reach mutual agreement with the consultant, proceed to Step 5.
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised
0210112021
Number
Step 5 Forward Documents to Local Programs
For federally funded projects, all available information, including costs, should be forwarded through the Region Local Programs Engineer to LP for their review and consultation with the FHWA. LP will meet with
representatives
of the agency and the consultant
to review the alleged
design
error( s),
and attempt to
find a resolution to the issue. If necessary, LP will request assistance from the Attorney General' s Office for legal interpretation. LP will also identify how the alleged enor(s) affects eligibility of project costs for federal reimbursement.
If mutual agreement is reached, the agency and consultant adjust the scope of work and costs to reflect the agreed upon resolution. LP, in consultation with FHWA, will identify the amount of federal participation in the agreed upon resolution of the issue. If mutual agreement is not reached, the agency and consultant may seek settlement by arbitration or by litigation.
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised
0210112021
Number
Exhibit J Consultant Claim Procedures The purpose
of this
exhibit
is to describe
a
procedure
regarding
claim(
s)
on a consultant agreement. The
following procedures should only be utilized on consultant claims greater than $ 1, 000. If the consultant' s claim( s) total a $ 1, 000 or less, it would not be cost effective to proceed through the outlined steps. It is suggested that the Director of Public Works or Agency Engineer negotiate a fair and reasonable price for the consultant'
s claim( s)
that total $ 1, 000 or less.
This exhibit will outline the procedures to be followed by the consultant and the agency to consider a potential claim by the consultant. Step 1 Consultant Files a Claim with the Agency Project Manager
If the consultant determines that they were requested to perform additional services that were outside of the agreement' s scope of work, they may be entitled to a claim. The first step that must be completed is the request for consideration of the claim to theAgency' s project manager. The consultant' s claim must outline the following: Summation of hours by classification for each firm that is included in the claim Any correspondence that directed the consultant to perform the additional work; Timeframe of the additional work that was outside of the project scope;
Summary of direct labor dollars, overhead costs, profit and reimbursable costs associated with the additional work; and
Explanation as to why the consultant believes the additional work was outside of the agreement scope of work.
Step 2 Review by Agency Personnel Regarding the Consultant' s Claim for Additional Compensation
After the consultant has completed step 1, the next step in the process is to forward the request to the Agency' s project manager. The project manager will review the consultant' s claim and will met with the Director of Public Works or Agency Engineer to determine if the Agency agrees with the claim. If the
FHWA is participating in the project' s funding, forward a copy of the consultant' s claim and the Agency' s recommendation for federal participation in the claim to the WSDOT Local Programs through the Region Local Programs Engineer. If the claim is not eligible for federal participation, payment will need to be from agency funds.
If the Agency project manager, Director of Public Works or Agency Engineer, WSDOT Local Programs if
applicable),
and FHWA ( if applicable)
agree with the consultant' s claim, send a request memo,
including backup documentation to the consultant to either supplement the agreement, or create a new agreement for the claim. After the request has been approved, the Agency shall write the supplement and/ or new agreement and pay the consultant the amount of the claim. Inform the consultant that the final payment for the agreement is subject to audit. No further action in needed regarding the claim procedures.
If the Agency does not agree with the consultant' s claim, proceed to step 3 of the procedures.
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement
Revised 0210112021,
Number
Step 3 Preparation of Support Documentation Regarding Consultant' s Claim(s) If the Agency does not agree with the consultant' s claim, the project manager shall prepare a summary
for the Director of Public Works or Agency Engineer that included the following: Copy of information supplied by the consultant regarding the claim; Agency' s summation of hours by classification for each firm that should be included in the claim Any correspondence that directed the consultant to perform the additional work; Agency' s summary of direct labor dollars, overhead costs, profit and reimbursable costs associate with the additional
work;
Explanation regarding those areas in which the Agency does/ does not agree with the consultant' s claim(
s);
Explanation
to
describe what has been instituted to preclude future consultant
Recommendations
claim( s);
and
to resolve the claim.
Step 4 Director of Public Works or Agency Engineer Reviews
Consultant
Claim and Agency
Documentation
The Director of Public Works or Agency Engineer shall review and administratively approve or disapprove the claim, or portions thereof, which may include getting Agency Council or Commission approval ( as appropriate to agency dispute resolution procedures). If the project involves federal participation, obtain concurrence from WSDOT Local Programs and FHWA regarding final settlement
of the claim. If the claim is not eligible for federal participation, payment will need to be from agency funds.
Step 5 Informing Consultant of Decision Regarding the Claim The Director of Public Works or Agency Engineer shall notify ( in writing) the consultant of their final decision
regarding
the
consultant'
s claim( s).
Include the final dollar amount of the accepted
claim( s) and
rationale utilized for the decision.
Step 6 Preparation of Supplement or New Agreement for the Consultant' s Claim( s)
The agency shall write the supplement and/ or new agreement and pay the consultant the amount of the claim. Inform the consultant that the final payment for the agreement is subject to audit
Local
Agency A& E Professional Services Hourly Rate Consultant Agreement
Negotiated
Agreement Revised
0210112021
Number
Am Washington
State
v 7 FAi Department of Transportation Organization and Address
Supplemental Agreement Original
Otak, Inc.
2
Number
805 Broadway Street, Suite 130
Number
Agreement
Vancouver, WA 98660
N/ A
Phone: 360 ( 990- 4193) Project
Execution
Number
Completion
Date
Date
12/ 31/ 27
1810
6/ 22/ 21
Project Title
New Maximum Amount Payable
Allender Road Bridge Replacement Project
462, 069. 00 ($ 100, 000 increase)
Description of Work No change.
The Local Agency of Cowlitz County desires to supplement the agreement entered in to with Otak, Inc. and executed
on
and identified as Agreement No. N/ A
6/ 22/ 21
All provisions in the basic agreement remain in effect except as expressly modified by this supplement. The changes to the agreement are described as follows: I
Section 1, SCOPE OF WORK, is hereby changed to read:
Provide construction administration and inspection services during the construction phase per the attached Construction Oversight Scope of Work and Fee estimate.
11
Section IV, TIME FOR BEGINNING AND COMPLETION, is amended to change the number of calendar days
for completion of the work to read: The term of the agreement shall be extended to 12/ 31/ 27._ III Section V, PAYMENT, shall be amended
as follows:
The negotiated hourly rates are revised per the attached Actual Not to Exceed ( ANTE) table. An additional 100, 000 has been allocated to the New Maximum Amount Payable.
If you concur with this supplement and agree to the changes as stated above, please sign in the Appropriate spaces below and return to this office for final action. Richard Dahl, Chairman
By: Douglas Sarkkinen
By: St- d by:
Consultant
Signature
Approv
91Fffff6"
11/ 25/ 2025 Date DOT Form 140- 063 Revised
09/ 2005
gnature
Otak
Scope of Work
w ;:
Exhibit
A -
Scope
of Work
Cowlitz County, WA Allender
Road
Bridge
Replacement
Project
Services During Construction Federal
Aid Number
Otak Project
BR05- 2008( 033)
No. 019982. 000
October
31,
2025
Description of Project This scope is for Engineer of Record Services during Construction for the Allender Road Bridge Replacement Project. The project is being led by Cowlitz County who has received Federal Aid for the bridge replacement. The scope of work assumes the construction phase will be 21 weeks for active construction.
Reference to the ' Consultant' refers to Otak, Inc. or any of their subconsultants. Reference to the ' County' includes any of Cowlitz County staff. There will be one subconsultant to Otak for this scope of work and it will be RhinoOne Geotechnical for
geotechnical engineering and inspection services. The following items are not included in the scope of work but will be provided or led by Cowlitz County: Survey control All reporting to WSDOT Local Programs Construction Management and Inspection
Materials Testing ( Terracon) Contact and coordination with Utility purveyors Inspection
of the Precast
Girders
at the
Fabrication
Plant(
WSDOT)
NBIS Bridge Inspection and Reporting
805 Broadway Street, Suite 130 1 Vancouver, WA 98660 1 Phone 360. 737. 9613 1 otak.com o: Iproject1199001199821contractlsupplement 2lrevised 10- 14- 20251019982. 000 otak allender road bridge constr phase sow
20251031. docx
Scope of Work continued Scope of Work Index 1. 0 Construction
Phase Project Management
1. 1 Coordination and Reporting 2. 0 Geotechnical Engineering Services During Construction 2. 1 Geotechnical Engineering Services During Construction 3. 0 Construction Engineering Support 3. 1
Meetings
3. 2 Site Visits
3. 3 Submittal and Shop Drawing Review 3. 4 Requests for Information, 4. 0
Project
Requested
Design Changes
Closeout
4. 1 Final Inspections and Punchlist Items
4. 2 As- built plans 4. 3 Bridge Load Rating 5. 0 Construction Inspections
5. 1 As- requested inspections during construction
Scope of Work 1. 0
Construction Phase Project Management
These tasks will be performed 1. 1.
by the consultant team and will include:
Coordination and Reporting
The Project Team will plan, manage, and execute the tasks described
herein in accordance
with the
schedule, budget, and quality expectations that are established. This project management task includes the following work activities: Management, monitoring,
coordination,
and direction to the project team including workload
balancing,
budget
and schedule adherence.
Monthly progress reports to be submitted with invoices. Monthly progress reports will reflect each task' s percent complete, each task' s budget remaining, activities completed in the previous billing period, activities anticipated for the coming weeks.
TASK 1 DELIVERABLES
Monthly status reports and invoices.
2. 0
Geotechnical
Allender
Road
Bridge
Replacement
Engineering Services During Construction
Project— Construction
Oversight
Page 2 of 5
Scope of Work continued This task includes coordination, submittal review, full time monitoring, and inspections during drilled shaft installation and periodic geotechnical special inspections during roadway construction to inspect the subbase.
2. 1.
Geotechnical Engineering Services During Construction
This subtask includes the following: Provide submittal review, respond to request for information ( RFI' s) and written input regarding changed conditions as needed.
Attend pre- construction meeting. Provide full- time observation drilled shaft installation.
Provide part- time observation of other geotechnical items as requested. Prepare daily field reports ( DFR) of our observations and testing. Provide these reports to you on a weekly basis. Prepare a summary letter for construction observation activities at the completion of the geotechnical portion of the construction.
TASK 2. 1 ASSUMPTIONS
15 hours of consultation time for review of submittals and other geotechnical input. 10 full time site visits during drilled shaft construction ( 11 hours each). 5 part time site visits for the site preconstruction meeting and other geotechnical items as requested ( 5 hours TASK
total
each).
2. 1 DELIVERABLES
Daily Field Reports and drilled shaft installation
logs.
Written input for RFI' s and other geotechnical items.
3. 0
Construction
Engineering Support
This task involves the work for associated Engineering staff to support the construction phase. 3. 1.
Meetings
TASK 3. 1 ASSUMPTIONS
One pre- construction meeting attendance. Attendance at 5 weekly progress meetings as necessitated. Attendance at 4 other meetings requiring technical staff. TASK 3. 1 DELIVERABLES
Meeting notes when needed. 3. 2.
Site Visits
TASK 3. 2 ASSUMPTIONS
Up to four( 4) site visits by various Consultant Technical staff.
Allender
Road
Bridge
Replacement
Project— Construction
Oversight
Page 3 of 5
Scope of Work continued TASK
3. 2 DELIVERABLES
Site visit reports.
3. 3.
Submittal and Shop Drawing Review
Consultant will review material submittals ( Manufacturers Certificates of Compliance, Certificates of Material
Origin, cut sheets, Qualified
Product
List sheets, etc.), construction
sequence
schedules,
shop
drawings, and other items required from the Contractor. Consultant will maintain a documented record of all material submittals in accordance with the Record of Materials and will review, approve and track all Requests for Approval
of Materials ( RAM).
Consultant will log in, review, approve, and track and return
each submittal within the timeframe established in the Standard Specifications. TASK 3. 3 ASSUMPTIONS
Up to 10 submittals to review. Up to 5 shop drawings to review. TASK
3. 3 DELIVERABLES
Submittals and shop drawings returned with comments and/ or approval. 3. 4.
Requests
for Information,
Requested
Design Changes
Consultant will respond to requests for information by the Contractor and provide supplemental information as needed to maintain progress of the work. If field adjustments are required as the result of a change of conditions or a desired change by the owner, Consultant will prepare necessary change order documents and plan revisions. TASK 3. 4 ASSUMPTIONS
Up to 14 hours of time for RFI responses.
Up to 14 hours of clarifications, answering questions. Up to 14 hours of design time for changes that are requested. TASK
3. 4 DELIVERABLES
Updated drawings and details reflecting design changes. Log of RFI responses and field changes. Updated structural calculations. Updated
drawings.
Updated quantities.
4. 0
Project Closeout
4. 1.
Final Inspection
and Punchlist
Items
This task develops the punchlist based on the final inspection, then review and documentation
after the
punchlist items are complete. The task included two inspections, one to develop the punchlist and one final inspection
after the punchlist items are complete.
TASK 4. 1 ASSUMPTIONS
The punchlist items will be complete no more than 30 days after opening the bridge and road to traffic.
Allender
Road
Bridge
Replacement
Project— Construction
Oversight
Page 4 of 5
Scope of Work continued TASK 4. 1 DELIVERABLES
Punchlist of items needing to be completed. Final list noting that each item on the punchlist is finished. Signed letter from the FOR stating the project is complete and all final documentation has been provided to Cowlitz County. 4. 2.
As- Built Plans
This task creates the as- constructed plans for record keeping for Cowlitz County. All applicable changes will be incorporated and the County supplied with both pdf and CAD files of the drawings. TASK 4. 2 ASSUMPTIONS
Contractor and Construction Inspector will keep accurate and clear records of all changes during construction TASK
and deliver them to the Consultant at the close of construction.
4. 2 DELIVERABLES
Construction plans with as- built survey information. Record Drawings incorporating redline changes in an AutoCad format. 4. 3.
Bridge Load Rating
After the bridge is constructed, a load rating of the bridge will be performed. The load rating will conform to WSDOT
and AASHTO
standards
and will
include
the set of legal
loads,
overloads
as well
as the
EV
vehicles. The load rating will be stamped and sealed by a licensed professional engineer in the State of Washington.
TASK
4. 3 ASSUMPTIONS
Load rating will be per the AASHTO LRFR methodology. TASK 4. 3 DELIVERABLES
Draft and Final Stamped Load Rating Report.
5. 0
Construction
5. 1.
As- requested Construction Inspections
Inspections
This task includes as- requested inspections for the following items: Checking rebar placement prior to concrete pours Inspections during girder placement Inspection for grout keys and weld ties Inspections TASK
during the temporary
bridge placement
5. 1 ASSUMPTIONS
20 days of construction inspection are included at 8 hrs per day including travel. TASK 5. 1 DELIVERABLES
Daily inspection reports.
Allender
Road
Bridge
Replacement
Project— Construction
Oversight
Page 5 of 5
Allender Road Bridge Replacement Services
Project
Estimated
during Construction
Fee Estimate
1/
Start
Substantial
15/ 2026
10/ 1/ 2026
Physical 11/
30/ 2026
EXHIBIT B
Otak
Days
Lodge/ PD
Travel
hours
2 hrs per day
Travel
miles
70 miles one way
Otak Project # 019982. 000
Task
Description
1. 0
Construction
1. 1
Coordination
2. 0
Geotechnical
2. 1
Sarkkinen
Brown
Cook
Hymas
Pyles
Dahlgren
PIC/ Sr. PM
Civil Engineer
Civil Engineer
Civil Engineer
Engineering
Landscape
Civil
V
Vll
Vlll
Designer
Architect
11
Letcher
Field
11
Rep V
Lugo
Subconsultants Total Budget
Project Coordinator
RhinoOne 11
Total Hours
by Task
Management and
Reporting
Services
Geotechnical
9, 499. 33 24
3. 0
Construction
3. 1
Meetings
3. 2
Site Visits
3. 3
Submittal
3. 4
Requests for Information
4. 0
Project Closeout
4. 1
Final Inspections
4. 2
As- Built Plans
4. 3
Bridge Load
and Shop
9, 499. 33
19, 875. 00
During Construction
Engineering
40
Construction
during
Services
16
19, 875
19, 875. 00
Support
22, 634. 19
Drawing Review and Requested
Design Changes
6
7
8
4
4
3
6
6
6
6
3
10
5
8
4
4
3
16
8
8
4
3
20
2
2
2
6
2
2
32
32
5, 762. 73
24
3, 899. 40
34
5, 835. 91
42
7, 136. 15
11, 074. 24 and Punchlist
Items
Rating
5. 0
Construction
Inspection
5. 1
As- Requested
Construction
4
24
3, 640. 78
14
2, 278. 45
34
5, 155. 01
17, 320. 00 Inspections
160
41
Total Hours
Total Labor Cost
Direct Expenses(
Otak)
98
293. 83
Billing Rate $
12, 046. 91
$
4, 200
27
142. 73 $
13, 987. 52
$
5, 104. 59
21
28
189. 06
204. 04 $
5, 713. 01
$
166
7
114. 07
123. 31
2, 395. 57
863. 19
160
16
108. 25 $
17, 969. 50
17, 320. 00
404
x- check
152. 97 $
2, 447. 48
19, 875. 00
80, 402. 76
x- check
4, 200. 00 15, 397. 24
Contingency Project Total
1 $
100, 000. 00
Page 0:\ PROJECT\
19900\
19982\
Contract\
Supplement
2\ Revised
10- 14- 2025\ 019982_
Otak
Constr
Phase
Fee
Estimate
Allender
Road
Bridge_
20251031
1 of 1
10/ 31/ 2025
COST INFORMATION BREAKDOWN OF BILLING RATES AND DIRECT NONLABOR RATES Otak Actvals Not To Exceed ( ANTE) DIRECT
LABOR
COSTS
1771111
tN7.
Sr. PIC/ Sr. PM Civil
Office
115. 00
199. 19
34. 50
PIC/ Sr. PM Civil
Office
96. 00
166. 28
28. 80
291. 08
Civil Engineer
Office
80. 00
138. 57
24. 00
242. 57
X
348. 69
Civil Engineer
IX
Office
77. 17
133. 67
23. 15
233. 99
Civil Engineer
Vill
Office
70. 36
121. 87
21. 11
213. 33
Civil Engineer
VII
Office
67. 16
116. 33
20. 15
203. 64
Civil Engineer
VI
Office
60. 96
105. 59
18. 29
184. 84
Civil Engineer
V
Office
56. 00
97. 00
16. 80
169. 80
Civil Engineer
IV
Office
52. 09
90. 22
15. 63
157. 93
Civil Engineer
III
Office
47. 09
81. 56
14. 13
142. 78
Civil Engineer
II
Office
44. 23
76. 61
13. 27
134. 11
Civil Engineer
I
Office
40. 21
69. 65
12. 06
121. 92
Engineering
Designer
V
Office
52. 25
90. 50
15. 67
158. 42
Engineering
Designer
IV
Office
46. 77
81. 02
14. 03
141. 82
Engineering
Designer
III
Office
40. 80
70. 67
12. 24
123. 72
Engineering
Designer
II
Office
36. 87
63. 87
11. 06
111. 80
Engineering
Designer
I
Office
33. 52
58. 06
10. 06
101. 64
Engineering
Technician
VII
Office
54. 56
94. 50
16. 37
165. 43
Engineering
Technician
VI
Office
47. 50
82. 27
14. 25
144. 02
Engineering
Technician
V
Office
43. 45
75. 26
13. 03
131. 74
Engineering
Technician
IV
Office
40. 82
70. 71
12. 25
123. 77
Engineering
Technician
III
Office
37. 11
64. 28
11. 13
112. 52
Engineering
Technician
II
Office
30. 00
51. 96
9. 00
90. 96
Engineering
Technician
I
Office
27. 27
47. 24
8. 18
82. 69
PIC/ Scientist
Office
80. 28
139. 05
24. 08
243. 40
Scientist
VI
Office
69. 97
121. 19
20. 99
212. 14
Scientist
V
Office
55. 40
95. 96
16. 62
167. 99
Scientist
IV
Office
49. 76
86. 19
14. 93
150. 88
Scientist
III
Office
45. 24
78. 35
13. 57
137. 16
Scientist
II
Office
41. 12
71. 23
12. 34
124. 69
Scientist
I
Office
37. 39
64. 75
11. 22
113. 36
Office
44. 77
77. 55
13. 43
135. 75
Environmental
Specialist
Construction
Manager
VI
Field
73. 45
90. 61
22. 04
186. 10
Construction
Manager
V
Field
68. 31
84. 27
20. 49
173. 07
Construction
Manager
IV
Field
63. 96
78. 90
19. 19
162. 06
Construction
Manager
III
Field
55. 62
68. 61
16. 69
140. 92
Construction
Manager
II
Field
48. 37
59. 66
14. 51
122. 54
Construction
Manager
I
Field
42. 06
51. 88
12. 62
106. 55
VII
Field
60. 83
75. 04
18. 25
154. 11
68. 95
16. 77
141. 60
62. 50
15. 20
128. 36
Field Representative Field Representative
VI
Field
55. 89
Field
V
Field
50. 66
Representative
Otak Actuals Not to Exceed( ANTE)
Page 1 of 3
COST INFORMATION BREAKDOWN OF BILLING RATES AND DIRECT NONLABOR RATES Otak Actvals Not To Exceed ( ANTE) DIRECT
LABOR
COSTS
JA FrM I
tN7.
Representative
IV
Field
44. 06
54. 35
13. 22
Field Representative
III
Field
38. 31
47. 26
11. 49
97. 06
Field Representative
II
Field
33. 31
41. 09
9. 99
84. 40
Field Representative
I
Field
28. 97
35. 73
8. 69
73. 39
Field
108. 41
133. 73
32. 52
274. 67
Field
85. 05
104. 92
25. 52
215. 48
Field
Sr. PIC/ PLS Sr. Manager Sr. Manager
PIC/ PLS
111. 62
Professional
Land Surveyor
V
Field
77. 89
96. 09
23. 37
197. 34
Professional
Land Surveyor
IV
Field
63. 43
78. 25
19. 03
160. 71
Professional
Land Surveyor
III
Field
58. 21
71. 81
17. 46
147. 49
Professional
Land
Surveyor
II
Field
52. 92
65. 28
15. 88
134. 08
Professional
Land Surveyor
I
Field
49. 45
61. 00
14. 84
125. 29
Crew
Chief III
Field
49. 45
61. 00
14. 84
125. 29
Survey Crew
Chief II
Field
41. 49
51. 19
12. 45
105. 13
Survey
Crew
Chief I
Field
32. 05
39. 54
9. 62
81. 21
Survey
Office
Technician
IV
Field
47. 77
58. 92
14. 33
121. 02
Survey Office
Technician
III
Field
39. 51
48. 74
11. 85
100. 10
Survey
Office
Technician
II
Field
31. 91
39. 36
9. 57
80. 85
Survey Office
Technician
I
Field
28. 00
34. 54
8. 40
70. 94
Survey
Field Technician
III
Field
28. 78
35. 51
8. 64
72. 93
Survey
Field Technician
II
Field
27. 41
33. 81
8. 22
69. 44
Survey Field Technician
I
Field
23. 24
28. 66
6. 97
58. 87
Sr. PIC/ Sr. PM LA/ Master Planner
Office
115. 00
199. 19
34. 50
348. 69
PIC/ Sr. PM LA/ Master Planner
Survey
Office
93. 15
161. 34
27. 94
282. 44
Landscape
Architect
VII
Office
69. 71
120. 74
20. 91
211. 36
Landscape
Architect
VI
Office
60. 00
103. 93
18. 00
181. 93
Landscape
Architect
V
Office
55. 00
95. 27
16. 50
166. 77
Landscape
Architect
IV
Office
53. 44
92. 56
16. 03
162. 04
Landscape
Architect
III
Office
47. 00
81. 41
14. 10
142. 51
Landscape
Architect
II
Office
43. 37
75. 11
13. 01
131. 49
Landscape
Architect
Office
39. 42
68. 29
11. 83
119. 54
Landscape
Technician
III
Office
36. 75
63. 65
11. 03
111. 43
Landscape
Technician
II
Office
33. 41
57. 87
10. 02
101. 30
Landscape
Technician
I
I
Office
30. 37
52. 61
9. 11
92. 09
VI
Office
66. 29
114. 82
19. 89
201. 00
Planner V
Office
60. 00
103. 93
18. 00
181. 93
Planner IV
Office
53. 00
91. 80
15. 90
160. 70
Planner
III
Office
51. 92
89. 93
15. 58
157. 43
Planner II
Office
43. 51
75. 36
13. 05
131. 93
Planner
Office
39. 18
67. 86
11. 75
118. 80
Planner
I
Planner Associate
IV
Office
38. 50
66. 69
11. 55
116. 74
Planner Associate
III
Office
35. 00
60. 62
10. 50
106. 12
Otak Actuals Not to Exceed( ANTE)
Page 2 of 3
COST INFORMATION BREAKDOWN OF BILLING RATES AND DIRECT NONLABOR RATES Otak Actuals Not To Exceed ( ANTE) DIRECT
LABOR
COSTS
Classification
i
•
Planner Associate
II
Office
30. 00
51. 96
9. 00
90. 96
Planner Associate
I
Office
26. 00
45. 03
7. 80
78. 83
Office
50. 00
86. 61
15. 00
151. 61
Office
40. 00
69. 28
12. 00
121. 28
Sr. GIS SpecialistGIS Specialist-
Planner
Planner
Sr. PIC/ Sr. PM Architecture
Office
104. 50
181. 00
31. 35
316. 84
Architect
VI
Office
89. 64
155. 27
26. 89
271. 80
Architect
VI
Office
81. 73
141. 56
24. 52
247. 81
Architect
V
Office
73. 90
128. 00
22. 17
224. 07
Architect
IV
Office
59. 92
103. 78
17. 97
181. 67
Architect
III
Office
50. 72
87. 84
15. 21
153. 77
Architect
II
Office
41. 30
71. 54
12. 39
125. 23
Architect
I
Office
36. 11
62. 55
10. 83
109. 49
Office
60. 55
104. 88
18. 17
183. 59
Technician
VI
Technician
V
Office
44. 12
76. 42
13. 24
133. 78
Technician
IV
Office
38. 49
66. 67
11. 55
116. 71
Technician
III
Office
34. 98
60. 59
10. 49
106. 07
Technician
II
Office
30. 00
51. 96
9. 00
90. 96
Technician
I
Office
28. 82
49. 92
8. 65
87. 39
Project Coordinator
III
Office
53. 79
93. 18
16. 14
163. 11
Project Coordinator
II
Office
49. 76
86. 19
14. 93
150. 88
Project Coordinator
I
Office
41. 83
72. 46
12. 55
126. 85
Office
37. 78
65. 43
11. 33
114. 55
43. 421
75. 201
13. 021
131. 64
Project Administrative Graphics
Assistant
Specialist
I
Office
1
The Indirect Cost Rate ( ICR), profit, and max rate per hour listed above are the maximum
rates payable
under this Agreement.
Rates
invoiced shall be based on the direct salary of the individual employee plus ICR plus profit and shall not exceed the Max Billing Rate for each Classification
listed.
Direct Non- Salary Costs, including
subconsultant
fees, will be reimbursed
at actual cost.
All travel will be invoiced per WSDOT Travel Regulations.
Otak Actuals Not to Exceed( ANTE)
Page 3 of 3
Aft
VIAP
Washington State o f Transportation Department pPO
Development Contract
Division
services
office
Box 47408 Olympia, WA 98504- 7408
7345 Linderson Way SW Tumwater,
WA 98501-
6504
TTY: 1- 800- 833- 6388
www. wsdot. wa. gov
July 29, 2025 Otak, Inc 808 SW Third Ave Ste 800 Portland, OR 97204
Subject:
Acceptance FYE 2024 ICR— CPA Report
Dear Justin Monahan:
We have accepted your firm' s FYE 2024 Indirect Cost Rate( ICR) based on the" Independent CPA
Report" prepared by D.L. Purvine, CPA, PLLC, as follows: Home
Office:
173. 21%
of direct labor ( rate includes 0. 34% Facilities Capital Cost of
123. 36%
of direct labor ( rate
Money) Field Office:
includes
0. 26%
Facilities
Capital
Cost of
Money)
This rate will be applicable for WSDOT Agreements and Local Agency Contracts in Washington only. This rate may be subject to additional review if considered necessary by WSDOT. Your ICR must be updated on an annual basis.
Costs billed to agreements/ contracts will still be subject to audit of actual costs, based on the terms and conditions of the respective agreement/ contract.
This
Any other entity contracting with the firm is responsible for determining the acceptability of the ICR. was
If you
not
have
a
cognizant
any
consultantrates(&
review.
questions,
feel free to contact
wsdot. wa. 2ov.
Regards,
schatzv,e 1fa- ve Schatzie
Harvey( Jul 29, 2025 14: 51: 40
SCHATZIE HARVEY, CPA Contract Services Manager
SH: kb
T)
our
office
at ( 360)
704- 6397
or via email
AM Washington
State
To Department of Transportation Supplemental Agreement
Organization and Address
Number
otak, Inc.
3
Original Agreement
805 Broadway Street, Suite 130
Number
Vancouver,
WA 98660
N/ A
Phone: 360 990- 4193 Project
Number
Execution
Completion Date
Date
1810
6/ 22/ 2021
Project Title
New Maximum
12/ 31/ 2027 Amount
Payable
597, 069. 00 ($ 135, 000 increase)
Allender Road Bridge Replacement Project
Description of Work
Additional construction phase services.
The Local Agency of Cowlitz County desires to supplement the agreement entered in to with Otak, Inc. and executed
on
6/ 22/ 21
and identified as Agreement No. N/ A
All provisions in the basic agreement remain in effect except as expressly modified by this supplement. The changes to the agreement are described as follows: I
Section 1, SCOPE OF WORK, is hereby changed to read:
Provide additional construction administration and inspection services during the construction phase per the attached Exhibit A Scope of Work and Exhibit B Fee Estimate.
11 Section
IV, TIME
FOR BEGINNING
AND
COMPLETION,
is amended
to change
the number
of calendar
days
for completion of the work to read: No Change III Section V, PAYMENT, shall be amended as follows: An additional $ 135, 000 has been allocated to the New Maximum Amount Payable.
as set forth in the attached Exhibit A, and by this reference made a part of this supplement. If you concur with this supplement and agree to the changes as stated above, please sign in the Appropriate spaces
below and return
By: Douglas
to this office for final action.
Sarkkinen
Consultant Signature
By:
Approving Authority Signature
Date DOT Form
140- 063
Revised
09/ 2005
Otak
Scope of Work
w ;:
A -
Exhibit
Scope
of Work
Cowlitz County, WA Allender
Road
Bridge
Replacement
Project
Extended Services During Construction Federal
Aid Number
Otak Project
BRO5- 2008( 033)
No. 019982. 000
July 15, 2026
Description of Additional Work
This scope is for extended Construction
Management
Services ( Task 1. 0) and Construction
Services( Task 5. 0 ) for the project. The chart below shows the expected additional Task
1. 0 Construction
Management
5. 0 Construction Inspection
Inspection
hours required.
Budgeted
Hours
Expected
Change
Hours
to Date
Additional Hours
Amount
40
80
40
80
160
385
480
705
805 Broadway Street, Suite 130 1 Vancouver, WA 98660 1 Phone 360. 737. 9613 1 otak. com o: Iproject1199001199821contrachsupplement
M19982.
000
otak
allender
road bridge
constr
phase
sow
7- 15- 26. docx
Otak Allender Road Bridge Replacement Project Additional Services Fee Estimate
During Construction,
3
Supplement
I
Physical
Days
11/ 30/ 2026
Travel
hours
2 hrs per day
Travel
miles
70 miles one way
EXHIBIT B
Lodge/ PD
Otak Project # 019982. 000
Task
Engineer
Description
1. 0
Construction
1. 1
Coordination
5. 0
Construction
Inspection
5. 1
As- Requested
Construction
8
Engineer
Construction
Engineering
Project
Manager 4
Designer 2
Coordinator
4
3
Total Hours
Management and
Total Budget by Task 15, 450. 92
4
Reporting
72
4
80
15, 450. 92
114, 176. 20 Inspections
Total Hours
4
72
560
145
560
145
705
4
114, 176. 20
785
Billing Rate
312. 45
189. 92
169. 78
131. 72
131. 72
Total Labor Cost
1, 249. 80
13, 674. 24
95, 076. 80
19, 099. 40
526. 88
129, 627. 12
Direct Expenses (
Otak)
3, 800. 00
Project
Total
133, 427. 12
Page O:\ PROJECT\ 19900\ 19982\ Contract\
Supplement
3\ 019982. 000_ Otak
Constr
Phase
Fee Estimate
Allender
Road Bridge_ 20260720
1 of 1
7/ 20/ 2026
Aft
VIAP
Washington State o f Transportation Department pPO
Development Contract
Division
services
office
Box 47408 Olympia, WA 98504- 7408
7345 Linderson Way SW Tumwater,
WA 98501-
6504
TTY: 1- 800- 833- 6388
www. wsdot. wa. gov
July 7, 2026 Otak, Inc. 808 SW Third Ave Ste 800 Portland, OR 97204 Subject:
Acceptance
FYE 2025 ICR— CPA Report
Dear Lisa Duffus:
We have accepted your firm' s FYE 2025 Indirect Cost Rate ( ICR) based on the " Independent CPA Report" prepared by D.L. Purvine, CPA, PLLC as follows: Home Office:
176. 32% of direct labor(
Field Office:
141. 64% of direct labor(
0. 19%
Facilities Capital Cost of Money)
includes 0. 38%
Facilities Capital Cost of Money)
rate
rate
includes
This rate will be applicable for WSDOT Agreements and Local Agency Contracts in Washington only. This rate may be subject to additional review if considered necessary by WSDOT. Your ICR must be updated on an annual basis. Costs billed to agreements/ contracts will still be subject to audit of actual costs, based on the terms and conditions of the respective agreement/ contract. This
Any other entity contracting with the firm is responsible for determining the acceptability of the ICR. was
If you
not
have
a
cognizant
any
consultantrates(&
review.
questions,
feel
free
wsdot.wa. 2ov.
Regards,
ScGca z re 1farve Schatzie
Harvey ( Jul 7, 2026
SCHATZIE Contract
SH: ah
HARVEY,
Services
08: 49: 54
CPA
Manager
T)
to
contact
our
office
at ( 360)
704- 6397
or via
Otak, Inc. COST INFORMATION BREAKDOWN
OF BILLING
RATES AND DIRECT NONLABOR
Otak Actuals
RATES
Not To Exceed ( ANTE)
DIRECT LABOR COSTS Overhead
Profit
Max Billing Rate
Max Direct Ove 3. 0632Office Office: Rate] Type
Salary
30. 00%
Field: 141. 64%
2. 7164 Field Multiplier
Engineering Technician
1
Office
30. 00
52. 90
9. 00
91. 90
Technician
2
Office
38. 00
67. 00
11. 40
116. 40
Engineering Technician
3
Office
41. 27
72. 77
12. 38
126. 42
Engineering Technician
4
Office
45. 00
79. 34
13. 50
137. 84
Engineering Technician
5
Office
50. 79
89. 56
15. 24
155. 59
6
Office
60. 32
106. 36
18. 10
184. 77 122. 53
Engineering
Engineering Technician Engineering
Designer
1
Office
40. 00
70. 53
12. 00
Engineering
Designer
2
Office
43. 00
75. 82
12. 90
131. 72
Engineering Designer
3
Office
47. 25
83. 31
14. 18
144. 74
Designer
4
Office
51. 00
89. 92
15. 30
156. 22
Engineering Designer
5
Office
55. 00
96. 98
16. 50
168. 48
Engineering Engineer
1
Office
47. 50
83. 75
14. 25
145. 50
Engineer
2
Office
52. 20
92. 04
15. 66
159. 90
Engineer
3
Office
57. 00
100. 50
17. 10
174. 60
Engineer
4
Office
62. 00
109. 32
18. 60
189. 92
Engineer
5
Office
72. 30
127. 48
21. 69
221. 47
Engineer
6
Office
82. 00
144. 58
24. 60
251. 18
Engineer
7
Office
96. 15
169. 54
28. 85
294. 54
Engineer
8
Office
102. 00
179. 85
30. 60
312. 45
Engineer
9
Office
120. 49
212. 45
36. 15
369. 08
Scientist 1
Office
36. 00
63. 48
10. 80
110. 28
Scientist 2
Office
42. 00
74. 05
12. 60
128. 65
Scientist 3
Office
46. 03
81. 16
13. 81
141. 00
Scientist 4
Office
52. 00
91. 69
15. 60
159. 29
Scientist 5
Office
60. 32
106. 35
18. 10
184. 76
Scientist 6
Office
72. 00
126. 95
21. 60
220. 55
Scientist 7
Office
76. 19
134. 34
22. 86
233. 39
Scientist 8
Office
84. 00
148. 11
25. 20
257. 31
Field Representative 1
Field
39. 00
55. 24
11. 70
105. 94
Field
2
Field
45. 00
63. 74
13. 50
122. 24
Field Representative
3
Field
54. 00
76. 49
16. 20
146. 69
Field
4
Field
58. 00
157. 55
Representative
82. 15
17. 40
Construction
Manager
1
Field
42. 00
59. 49
12. 60
114. 09
Construction
Manager
2
Field
49. 50
70. 11
14. 85
134. 46
Construction
Manager
3
Field
57. 00
80. 73
17. 10
154. 83
Construction
Manager
4
Field
62. 50
88. 53
18. 75
169. 78
Representative
Otak Actuals
Not to Exceed(
ANTE)
Page
1
of 4
COST INFORMATION BREAKDOWN
OF BILLING
RATES AND DIRECT NONLABOR
RATES
Otak Actuals Not To Exceed ( ANTE)
DIRECT
LABOR
COSTS
r
Overhead Overhead Type
Profit
Max Billing Rate
Max Direct
Salary
Rate]
Office: 176. 32%
3 0632 Office Multiplier 30.!
hZield:
141. 64%
A L.7164 Field MuQplie
Construction
Manager
5
Field
68. 25
96. 67
20. 48
185. 41
Construction
Manager
6
Field
77. 00
109. 06
23. 10
209. 16
1
Field
24. 76
35. 07
7. 43
67. 26
Technician
2
Field
27. 94
39. 57
8. 38
75. 89
Survey Field Technician
3
Survey Field Technician Survey
Field
Field
30. 16
42. 72
9. 05
81. 92
Survey Crew Chief 1
Field
33. 00
46. 74
9. 90
89. 64
Survey Crew Chief 2
Field
43. 00
60. 91
12. 90
116. 81
Survey Crew Chief 3
Field
53. 00
75. 07
15. 90
143. 97
Survey Data Analyst 1
Field
32. 38
45. 86
9. 71
87. 96
Survey Data
Field
37. 14
52. 61
11. 14
100. 89 119. 00
Analyst
2
Field
43. 81
62. 05
13. 14
Survey Data Analyst 3
Field
50. 00
70. 82
15. 00
135. 82
Project Surveyor 1
Field
50. 16
71. 04
15. 05
136. 25
Surveyor 2
Field
53. 33
75. 54
16. 00
144. 87
Project Surveyor 3
Field
58. 73
83. 19
17. 62
159. 53
Survey Project
Data
Analyst
4
Surveyor 4
Field
63. 49
89. 93
19. 05
172. 47
Project Surveyor 5
Field
69. 84
98. 92
20. 95
189. 72
Surveyor 6
Field
87. 00
123. 23
26. 10
236. 33
Project
Project
Project Surveyor 7
Field
100. 00
141. 64
30. 00
271. 64
Surveyor 8
Field
115. 00
162. 89
34. 50
312. 39
Project
Designer
1
Office
32. 00
56. 42
9. 60
98. 02
Landscape Designer
2
Office
40. 00
70. 53
12. 00
122. 53
Landscape
Designer
3
Office
45. 00
79. 34
13. 50
137. 84
Landscape Designer
4
Office
49. 00
86. 40
14. 70
150. 10
Landscape
1
Office
40. 00
70. 53
12. 00
122. 53
Landscape Architect 2
Office
45. 00
79. 34
13. 50
137. 84
3
Office
50. 00
88. 16
15. 00
153. 16
Landscape Architect 4
Office
55. 00
96. 98
16. 50
168. 48
Landscape
Landscape
Architect
Architect
5
Office
60. 00
105. 79
18. 00
183. 79
Landscape Architect 6
Office
65. 00
114. 61
19. 50
199. 11
Landscape
Landscape
Architect
7
Office
70. 00
123. 42
21. 00
214. 42
Landscape Architect 8
Office
95. 00
167. 50
28. 50
291. 00
Architect
9
Office
120. 00
211. 58
36. 00
367. 58
Planning Technician
1
Office
28. 57
50. 38
8. 57
87. 52
Planning Technician
2
Office
33. 33
58. 77
10. 00
102. 11
66. 05
11. 24
114. 75
Landscape
Planning
Otak Actuals
Architect
Technician
Not to Exceed(
3
Office
ANTE)
37. 46
Page 2 of 4
COST INFORMATION BREAKDOWN
OF BILLING
RATES AND DIRECT NONLABOR
RATES
Otak Actuals Not To Exceed ( ANTE)
DIRECT
LABOR
COSTS
r
Planning Technician
4
Off
42. 22
M
74. 45
12. 67
Planner
1
Office
41. 90
73. 89
12. 57
Planner
80. 04
13. 62
139. 06
128. 36
2
Office
45. 40
Planner
3
Office
55. 00
96. 98
16. 50
168. 48
Planner
4
Office
62. 00
109. 32
18. 60
189. 92
Planner
5
Office
67. 00
118. 13
20. 10
205. 23
Planner
6
Office
72. 00
126. 95
21. 60
220. 55
Planner
7
Office
98. 00
172. 79
29. 40
300. 19
Office
41. 90
73. 89
12. 57
128. 36
52. 38
92. 36
15. 71
160. 45
GIS Specialist Sr. GIS Specialist
Office
Analyst 1
Office
33. 00
58. 19
9. 90
101. 09
Analyst
2
Office
40. 00
70. 53
12. 00
122. 53
Analyst 3
Office
47. 00
82. 87
14. 10
143. 97
Analyst
Office
54. 00
95. 21
16. 20
165. 41
Office
30. 16
53. 18
9. 05
92. 38
4
Technician
1
Technician
2
Office
33. 33
58. 77
10. 00
102. 11
Technician
3
Office
36. 51
64. 37
10. 95
111. 83
Technician
4
Office
39. 68
69. 97
11. 90
121. 56
Technician
5
Office
46. 15
81. 38
13. 85
141. 38
Technician
6
Office
63. 49
111. 95
19. 05
194. 49
1
Office
39. 68
69. 97
11. 90
121. 56
Architect 2
Office
44. 44
78. 36
13. 33
136. 14
3
15. 43
157. 54
Architect
Office
51. 43
90. 68
Architect 4
Office
63. 17
111. 39
18. 95
193. 52
5
Office
77. 78
137. 14
23. 33
238. 25
Architect 6
Architect
Architect
Office
85. 08
150. 01
25. 52
260. 62
7
Office
90. 16
158. 97
27. 05
276. 17
Architect 8
Office
95. 24
167. 92
28. 57
291. 73
9
Office
102. 22
180. 24
30. 67
313. 13
Office
68. 33
120. 49
20. 50
209. 32 250. 16
Architect
Architect
Controls Manager
1
Project Controls Manager
2
Office
81. 67
143. 99
24. 50
Controls Manager
3
Office
96. 67
170. 44
29. 00
296. 11
Project Controls Manager
4
Office
112. 67
198. 65
33. 80
345. 12
207. 47
Project
Project
Manager
5
Office
117. 67
35. 30
360. 44
Project Controls Manager
6
Office
123. 33
217. 46
37. 00
377. 79
Controls Manager
7
Office
128. 67
226. 87
38. 60
394. 13
Project
Project
Controls
Otak Actuals
Not to Exceed(
ANTE)
Page 3 of 4
COST INFORMATION BREAKDOWN
OF BILLING
RATES AND DIRECT NONLABOR
RATES
Otak Actuals Not To Exceed ( ANTE)
DIRECT
LABOR
COSTS
Administrative Assistant 1
Office
31. 43
55. 41
Administrative
Office
34. 92
Assistant
2
RON 9. 43
96. 27
61. 57
10. 48
106. 97
11. 43
116. 69
Administrative Assistant 3
Office
38. 10
67. 17
Administrative
Office
42. 86
75. 57
12. 86
131. 28
Assistant
4
Project Coordinator 1
Office
38. 10
67. 17
11. 43
116. 69
Coordinator 2
Office
41. 27
72. 77
12. 38
126. 42
Project Coordinator 3
Office
43. 00
75. 82
12. 90
131. 72
Coordinator 4
Project
Office
50. 79
89. 56
15. 24
155. 59
Graphic Designer
Office
42. 86
75. 57
12. 86
131. 28
Sr. Graphic Designer
Office
46. 03
81. 16
13. 81
141. 00
Project
1
The Indirect Cost Rate ( ICR), profit, and max rate per hour listed above are the maximum rates payable under this Agreement. Rates invoiced shall be based on the direct salary of the individual employee plus ICR plus profit and shall not exceed the Max Billing Rate for each Classification listed. Direct Non- Salary Costs, including subconsultant fees, will be reimbursed at actual cost. Travel expenses including mileage, meals, and lodging, will be invoiced at cost based on current GSA travel regulations.
Otak Actuals
Not to Exceed(
ANTE)
Page 4 of 4
232701
BOCC
Consent
Agenda
Agenda
Meeting Date: 8/ 25/ 2026 CONTRACT EXECUTION and BOND IN LIEU OF RETAINAGE - S Toutle Road Headwall Repair-
Project No. 1851 -
CRP No. 811- Western United Civil Group, LLC Submitted By: Averie Mejia, Administrative Assistant III Submitted For: Susan Eugenis, County Engineer Department:
Roads
Administration
Information
Subject and Summary Statement
Attached are the Contract Documents with Western United Civil Group, LLC for the South Toutle Road Headwall Repair project, which includes a Bond in Lieu of Retainage from Markel Insurance Company. The project was awarded to Western United Civil Group, LLC on August 4, 2026, for the bid price of 167, 700. 00. Staff Attendance Susan
Eugenis
Department
Recommendation
It is the recommendation
of the Department
of Public Works that the Board move to execute the contract
with Western United Civil Group, LLC for the South Toutle Road Headwall Repair project, in the bid
amount of$ 167, 700. 00, including acceptance of the Bond in Lieu of Retainage from Markel Insurance Company.
Form
Task
User Anonymous
User
Eugenis,
Susan
Eugenis,
Susan
Review
Action
Timestamp
Item Submission
Submit
8/ 17/ 2026 2: 57: 00 PM
Review-
Submit
8/ 18/ 2026
8: 55: 00 AM
Approver
Approve
8/ 19/ 2026
7: 01: 00 AM
Legal Review
Approve
8/ 19/ 2026
9: 12: 00 AM
Clerk of the Board
Approve
8/ 19/ 2026
1: 48: 00 PM
Agenda
Preliminary PW1 Department Review
Jensen,
Doug
Grayson,
Kelly
Review
Approved: BOARD
OF COUNTY
OF COWLITZ
COMMISSIONERS
COUNTY,
WASHINGTON
Richard R. Dahl, Chairman
232701
Steve
Rader,
Consent
Commissioner
Steven L. Ferrell, Commissioner
Attest:
Clerk of the Board
Agenda
Bond Number 4491355
BOND IN LIEU OF RETAINAGE
KNOW ALL MEN BY THESE PRESENTS, That we, WESTERN UNITED CIVIL GROUP, LLLC as Principal,
and
Markel
as Surety are held and firmly bound unto COWLITZ
Company
Insurance
COUNTY as trustee for the lawful claimants designated in chapter 60. 28 RCW, the Obligee, in the sum of Eight Thousand
Eighty
Three Hundred
8, 385. 00
Five 00/ 100
),
lawful money of the United States of
America, to the payment of which, well and truly to be paid, we bind ourselves, our heirs, executors and successors, jointly and severally, by these presents. THE CONDITION OF THE ABOVE OBLIGATION WHEREAS,
on
the
date of
-
s
ZQZ
l`
IS SUCH, That
the Principal and Obligee entered into a contract for
the construction of the South Wutle Road Headwall Repair Project; and WHEREAS, Obligee is required to retain funds for the benefit of lawful claimants in accordance with the provisions of Chapter 60. 28 RCW; and
WHEREAS, the Principal elected to submit a bond in lieu of all of the contract retainage as permitted by the provisions of Chapter 60.28 RCW; and
WHEREAS, the purpose of the contract retainage is to provide a trust fund for the payment of lawful claims against the Principal that arise from said contract.
NOW, THEREFORE, the Surety shall not defend against claims against the contract retainage but instead shall be merely a stakeholder of,and insurer that, funds are available in the amounts required by the provisions of Chapter
60.28 RCW for payment to lawful claimants under Chapter 60.28 RCW, including Cowlitz County to the extent of its right to withhold for claims it may have against the Principal under RCW 60. 28. 021, all for the statutorily
required period. IN WIESS
WHEREOF,
said
Principal
and
Surety have
hereunto
set their hands
i
this
2026.
Western United Civil Group
Name of Pr'
Auk
ipal
LLC
Markel Insurance Company Name of Surety
orized
rized Signature
OWt"&
V.
Bryahna
Byrd
i
a
Attorney
in Fact
Title
Title
e0 12 6 Date
Date
Attach Power of Attorney
day of
7
POA# 3710009
JOINT LIMITED POWER OF ATTORNEY I
KNOW ALL MEN BY THESE PRESENTS: That SureTec Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas and having its
principal office in the County of Harris, Texas and Markel Insurance Company( the" Company'), a corporation duly organized and existing under the laws of the state of Illinois, and having its principal administrative office in Glen Allen, Virginia, does by these presents make, constitute and appoint:
Brent Olson, Gloria Bruning, Vicki Mather, Joel Dietzman, Andrew Choruby, Casey Geske, Richard Kowalski, Sterling Drew Roddan,
Justin Cumnock, Christopher A. Reburn, Chloe Lyons, Patrick Dooney, Ashiee Pingree, Jessi Wimer, Bryahna Byrd, Patricia Arndt, Leticia Romano
Their true and lawful agent(s) and attorney(s)- in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on their own behalf, individually as a surety or jointly, as co-sureties, and as their act and deed any and all bonds and other undertaking in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: Fifty Million and 00/ 100 Dollars($ 50, 000, 000. 00)
This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company:
RESOLVED, That the President, any Senior Vice President, Vice President, Assistant Vice President, Secretary, Assistant Secretary, Treasurer or Assistant Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company, as the case may be, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto."
IN WITNESS WHEREOF, Markel Insurance Company and SureTec Insurance Company have caused their official seal to be hereunto affixed and these presents to be signed by their
duly authorized
the
on
officers
171h
day of
2026
July
i i
SureTec
Insurance
Markel I
astuucpry
Company
W
w
i:
y
7A`..
By:
1
~
Co
9
ny
SEAL By:
42HF{'
Y`
esident
Mich et C. Keimig,
rance
s
sv9V0.ANCE'
uPANC+
n
ylennings,
7/
ice President
State of Texas County of Harris: On this
171h
day of
2026 A. D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified,
July
came THE ABOVE OFFICERS OF THE COMPANIES, to me personally known to be the individuals and officers described in, who executed the preceding instrument, and
they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers of the said companies aforesaid, and that the
seals affixed to the proceeding instrument are the Corporate Seals of said Companies, and the said Corporate Seals and their signatures as officers were duly affixed and subscribed to the said instrument by the authority and direction of the said companies, and that Resolutions adopted by the Board of Directors of said Companies referred
to in the
preceding
instrument
is
now
in
force.
1
I
Islrtlllrr7z 4 '% I`
IN TESTIMONY WHEREOF, I have hereunto
set my hand,
and affixed my Official
arris, the day and year first above written. 011
PRY Pie•'
qP f p
Officers of SureTec
undersigned
foregoing
is a full, true and correct
IN WITNESS
WHEREOF,
we
copy
Insurance
Company
Cr
and Markel IniliII
is still in full force and effect and has rfai
have hereunto set our
hands,
and affixed the
Seals
Chelsea Turner, Notary Public
4
N
We, the
0,
My commission expires 7/ 6/ 2028 O
Z ,•
adq f`% b}(`Zertify that the original POWER OF ATTORNEY of which the
eQ ll tl111114t
L
of said Companies,
j
1
on
day of
the
9n96
rti ,
Markel Insurance Company SureTec Insurance
Company
i
By. By._
drew Marquis,
M. Bren Beaty, Assistant Secretary
Any Instrument Issued in excess of the penalty stated above is totally void and) without 9ny- validr<y. 3710§ C9' and 5: 00 PM CST. 812- 0800 bgsiness day betweep1}. 3b AM For verification of the
authority of this Power you may call( 713)
on
any'
Assists
ecretary
i
Cowlitz County
Department of Public Works
CONTRACT
DOCUMENTS FOR
SOUTH TOUTLE
ROAD HEADWALL
REPAIR PROJECT
M. P. 1. 07 to 1. 09, Road Number 51700)
NW Y. SEC. 29, T10N,
R01E
Cowlitz County Project No. 1851 C. R. P. No. 811
MAY, 2026
COWLITZ
COUNTY
Department of Public Works 1600- 13t" Avenue South Kelso, Washington
98626
Phone ( 360) 577- 3030
BOARD OF COUNTY COMMISSIONERS STEVE
RADER
District No. 1
STEVEN L. FERRELL
District No. 2
RICHARD R. DAHL
District No. 3
CONTRACT
Cowlitz County
Department of Public Works CONTRACT
DOCUMENTS FOR
SOUTH
TOUTLE
ROAD HEADWALL
REPAIR
M. P. 1. 07 to 1. 09, Road Number
PROJECT
51700)
NW% SEC. 29, T10N, ROLE
Cowlitz County Project No. 1851 C. R. P. No. 811
MAY, 2026
A034
v
STE4' sI nNAL
yG
lt'`
6/ 12/ 2026
Responsible for all portions of the Contract Documents
Approved by:
COWLITZ COUNTY
Department
of Public Works
1600- 13th Avenue
South
Kelso, Washington
98626
Phone ( 360) 577- 3030
Susan
Eug
nis,
P. E.
County Engineer
CONTRACT
y
Date
TABLE OF CONTENTS SOUTH TOUTLE
CALLFOR
ROAD HEADWALL
REPAIR
PROJECT
BIDS....................................................................................................................
Page 1
BIDDER' S CHECKLIST..........................................................................................................
Page 3
BIDPROPOSAL...................................................................................................................
Page 5
INSTRUCTIONS
TO BIDDERS...........................................................................................
PROPOSAL...................................................................................................................... NON- COLLUSION PROPOSAL
DECLARATION.......................................................................................
FOR INCORPORATING
BID DEPOSIT
RECYCLED
MATERIALS
INTO PROJECT ......................
FORM............................................................................................................
Page 5 Page 7 Page 9 Page 10 Page 11
E- VERIFY DECLARATION ....................................................................................................
Page 12
COMPLIANCE
Page 13
WITH WAGE PAYMENT LAWS DECLARATION ...........................................
AGREEMENT.......................................................................................................................
Page 14
PERFORMANCE
Page 19
SPECIAL
BOND.......................................................................................................
PROVISIONS.........................................................................................................
DIVISION 1 — GENERAL
Page 20
REQUIREMENTS......................................................................
Page 21
BIDITEMS......................................................................................................................
Page 61
BID ITEM 1:
MISCELLANEOUS
BID ITEM 2:
STRUCTURE
BID ITEM 3:
MOBILIZATION ..................................................................................
Page 61
BID ITEM 4:
PROJECT TEMPORARY TRAFFIC CONTROL........................................
Page 61
BID ITEM 5:
CLEARING
BID ITEM 6:
EROSION CONTROL
BID ITEM 7:
POTHOLING .......................................................................................
Page 62
BID ITEM 8:
SPIRALNAIL........................................................................................
Page 63
BID ITEM 9:
FACING MAT......................................................................................
Page 63
BID ITEM 10:
WALER
BEAM ....................................................................................
Page 63
BID ITEM 11:
TIMBER
CRIBBING .............................................................................
Page 63
STANDARD PREVAILING CONTRACT
CONSTRUCTION ....................................................
SURVEYING....................................................................
AND GRUBBING................................................................ AND WATER POLLUTION
PREVENTION ............
Page 62
MINIMUM
Page 78
HOURLY WAGE RATES*** .........................................................
A—
Topographic
Silt Fence WSDOT Standard
Appendix C—
Contractor
Appendix
D—
Spiralnail
Appendix
E—
Project Geotechnical
Plans *** ...............................................
Checklist for Use of Hilfiker' s Spiralnail
Hammers ***....
Load Test Procedure*** ..................................................... Report ***........................................................
YOU DIG.......................................................................................................
Included as indicated but numbered
independently.
Page 79 Page 80
Survey*** ......................................................................
Appendix B—
CONTRACT
Page 61
Page 66
APPENDICES .............................................................................................................
CALLBEFORE
Page 61
PLANS ( JANUARY S, 2026) .............................................................................
PLANS .............................................................................................................
Appendix
Page 61
Page 81 Page 82 Page 83 Page 84 Page 85 Page 86
CALL FOR BIDS
The Board of County Commissioners of Cowlitz County, Washington will receive sealed bids until July 27, 2026, prior to 1: 30 p. m., for the following work: SOUTH TOUTLE ROAD HEADWALL
REPAIR PROJECT.
Work performed under this contract consists of the following: Repairing the headwall along South Toutle Road where it crosses over Studebaker Creek. Repairs include bracing the headwall with a waler beam and installing facing matting along the embankment
with spiral
nails.
At that time all bids will be publicly opened and read in the Public Works Administration Building Training Room. Bids must be addressed to: Cowlitz County Department of Public Works Attn:
County Engineer
1600 13t" Avenue South Kelso WA
98626
Project bid documents ( Plans, specifications, addenda, bid documents, bidders list and plan holders list) for this project are available online for inspection during the bidding period through
the
Builders
Posted Projects,
then
Exchange
of Washington (
Public
then
Works,
http://www.bxw Click on Projects Bidding. These County and thena.com/
BXWA)
Cowlitz
website
at www. bxwa. com.
documents are available for viewing, downloading and printing on your own equipment free of charge. This service is provided to Prime Bidders, Subcontractors, and Vendors bidding on this Bidders
project.
will
need
to "
Register
as a Bidder"
through
the
BXWA
in
order
to receive
automatic e- mail notification of future addenda and to be placed on the Bidders List. Bidders should contact Builder' s Exchange of Washington at ( 425) 258- 1303 for questions regarding access
or registration.
It is the sole responsibility of the Bidder to obtain Addenda, if any. Addenda information will be available on the BXWA web site at http://www.bxw www. bxwa. com. Cowlitz County accepts no responsibility
a.com/ or liability and will provide no accommodation to bidders who fail to check for addenda and thereby submit inadequate or incomplete responses. Cowlitz County will not provide paper copies of the Project bid documents for this project for
bidding purposes. A copy of the plans and specifications may be reviewed at the office of the Clerk of the Board of County Commissioners. All bid proposals shall be accompanied by a bid proposal deposit in cash, certified check, cashier' s
bid
check,
proposal.
or
surety bond
Should
the
in
an
amount
successful
equal
bidder
fail
to five
to
percent ( 5%) of the amount
enter
Call for Bids South Toutle Road Headwall Project No. 1851
into
such
contract
and
of such furnish
Page
1
satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to Cowlitz County. All documents received in response to this invitation to bid will become a matter of public record and subject to the Washington public disclosure act under chapter 42. 56 RCW. Cowlitz County, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 ( 78 Stat. 252, 42 U. S. C. 2000d to 2000d- 4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award.
The Board reserves the right to reject any and all bids and to waive any immaterial irregularities or informalities in any bid or in the bidding.
DATED this
23
day of
June
2026.
BOARD
OF COUNTY
OF COWLITZ
COMMISSIONERS
COUNTY,
WASHINGTON
Signed by:
Richard R. Dahl, Chairman Signed by:
DFEF
Steve Rader, Commissioner
7Sed
by:
Steven L. Ferrell, Commissioner
ATTEST:
Signed by:
Signed by:
Kelly Grayson,
Clerk of t
Call for Bids South Toutle
Road Headwall Project
Board
Page 2 No. 1851
BIDDER' S CHECKLIST
Informational only— not required to be submitted with the BID)
SOUTH
TOUTLE
ROAD
HEADWALL
REPAIR
PROJECT
Name of Project
ITEMS TO BE INCLUDED WITH BID
The following checked items are required to be completed and submitted with the BID, except as noted
otherwise:
Required
if Checked:
0
1.
PROPOSAL
FORM —
by bidder. Provide all information pertaining to BIDDER' S organization on the first page. Fill in all unit prices and amounts for each bid item. Fill in all subtotals, sales tax and the total bid amount in the spaces provided. List the addenda in the spaces provided to indicate acknowledgement. Sign, date, and provide requested information in the spaces provided on the last page.
2.
APPRENTICE
UTILIZATION
be completed
To
signed
and
PLAN — In accordance with Special Provisions Section 1- 07. 9, this
form shall be submitted within 30 calendar days of execution, however no later than the
Use on projects with an estimated cost of$ 1, 500, 000 or greater, except for FHWA funded projects) preconstruction
meeting. (
0
3.
NON- COLLUSION
M
4.
PROPOSAL
DECLARATION — required
FOR INCORPORATING
on all projects.
RECYCLED
MATERIALS
INTO THE PROJECT—
required on all
road construction projects. 5.
CERTIFICATION
FOR FEDERAL AID CONTRACTS—
6.
LOCAL
SUBCONTRACTOR
AGENCY
Plumbing
and
Electrical
required on FHWA- funded projects.
LISTS — To be filled
Subontractor
lists
are
to
in and
submitted
signed
by BIDDER. —
with the bid.
HVAC,
Structural
Steel
and Rebar Installation Subcontractor lists are to be submitted within 48 hours after the time
for delivery of the bid proposal.
7.
CONTRACTOR' S PROJECT complete
M
8.
this form. (
BID DEPOSIT
INFORMATION
STANDARD
QUESTIONNAIRE -
The
BIDDER
shall
For prelevel paving projects only)
FORM -
This form is to be executed by the BIDDER and the Surety Company unless bid is accompanied by cash, cashier' s check, or a certified check. The amount of the deposit or bid bond shall be not less than 5% of the total amount of the bid and may be shown in dollars or on a percentage basis. Bid Bond forms other than the enclosed form may be accepted providing it has been approved by the OWNER prior to bid submittal. Bidder' South
Toutle
Road
s Checklist
Headwall
Project
Page 3 No. 1851
0
9.
E- VERIFY DECLARATION — The BIDDER
0
10.
CERTIFICATION
OF
and
sign
complete
COMPLIANCE this
form.
shall complete
WITH
WAGE
and sign this form.
PAYMENT
STATUTES —
The BIDDER shall
This form is required to be submitted within 24 hours after
the time for delivery of the bid proposal.
Bidder' South
Toutle
Road
s Checklist
Headwall
Project
Page 4 No. 1851
PROPOSAL
FORM
Board of County Commissioners
TO:
County Administration 207 Fourth
Avenue
Building
North,
3rd Floor
Kelso, WA 98626
FOR:
SOUTH TOUTLE ROAD HEADWALL
REPAIR PROJECT
Name of Project Western United Civil
FROM:
Group LLC
PO Box 236
Bidder' s Business
Name
Mailing Address
josiah@westernucg.
com
Yacolt, WA 98675
Email Address
City, State and Zip
Josiah Thomas
360) 309- 7114
Name of Bidder'
epresentative
for Bid
Telephone
WESTEUC798PR Washington
87- 2053907
Registration
No.
Tax I. D. No.
000- 355630- 00- 6 Employment
604- 721- 623
Security Department
No.
State Excise Tax Registration
603, 499- 00 Industrial
No.
604- 721- 623 Coverage Account No.
Insurance
UBI No.
INSTRUCTIONS TO BIDDERS
1.
Contract
documents" tions
for
that
Road,
Transportation
Documents.
See Section
up the contract.
make
Bridge,
Municipal
and
and the American
1- 04. 2 of the Special
Provisions
for a list of the " contract
Be sure that you have a copy of the 2026 Standard SpecificaConstruction, by the Washington State Department of
Public Works Association,
Washington
State Chapter.
Such specifi-
cations are sometimes referred to as the " Standard Specifications."
2. Submission of the
Standard
envelope
of Bid.
Fill out this Proposal Form completely, in accordance with Section 1- 02. 6
Specifications.
addressed
Enclose your Proposal
Form and bid deposit in an opaque
sealed
to:
Cowlitz County Department of Public Works Attn: 1600-
Susan Eugenis
13th Avenue S
Kelso, WA 98626 Proposal Form South Toutle Road Headwall Project
Page 5 No. 1851
Mark the outside of the envelope with the name of the bidder, the name of the project, and the date and time of the bid opening. It is your responsibility to make sure that your bid is physically received by the time set for the bid opening. Bids not so received will not be considered. Bids may not be submitted by facsimile machine. The County' s determination of when a bid was received shall be final and non- appealable. 3. Bidder
Responsibility Standards.
lowest, responsible
and responsive
It is the intent of the Owner to award a contract to the
bidder for all described
Work.
Before award, the bidder must meet
all criteria and satisfy all requirements of the following bidder- responsibility standards to be considered a and a responsive responsible bidder. The bidder may be required by the Owner to submit documentation demonstrating compliance with these standards to be qualified to be awarded a contract. The bidder must:
a.
Have a current certificate of registration as a contractor in compliance with chapter 18. 27 RCW, which must have been in effect at the time of bid submittal;
b.
Have a current Washington Unified Business Identifier( UBI) number;
c.
If applicable:
i.
Have
Industrial
Insurance (
workers'
employees working in Washington, ii.
compensation)
coverage
for
the
bidder' s
as required in Title 51 RCW;
Have a Washington Employment Security Department number, as required in Title 50 RCW;
iii.
Have
a Washington
required
d.
Department
of Revenue
state
excise
tax registration
number,
as
in Title 82 RCW;
Not be disqualified from bidding on any public works contract under RCW 39. 06. 010 or 39. 12. 065( 3).
4. Execution of Contract. The successful bidder must use the performance bond form and other forms provided by Cowlitz County to be considered both a responsible and responsive bidder.
Sales
In computing and reporting sales taxes payable to the Washington State Department of Revenue on this project, the following code number shall be used: 0800. S.
Tax Code.
Proposal
South Toutle Road Headwall
Form Project
Page 6 No. 1851
PROPOSAL
The undersigned bidder proposes to perform the project named above in strict compliance with the contract documents, for the following amounts:
No.
ITEM
UNIT PRICE
AMOUNT
Construction
10, 000. 00
10, 000.00
Approximate
Item
Quantity
I
Miscellaneous
1
Force Account
2
Lump Sum
Structure
3
Lump Sum
Mobilization
4
Lump Sum
Project
5
Lump Sum
Clearing and Grubbing
6
Lump
Surveying
Temporary Traffic Control
15, 000. 00
$
15, 000. 00
15, 000. 00
$
15, 000. 00
45, 000. 00
$
45, 000. 00
5, 000. 00
5, 000. 00
4, 500. 00
4, 500. 00
Erosion Control and Water Pollution Sum
1
Prevention
7
3 Each
Potholing
1, 200. 00
3, 600. 00
8
48 Each
Spiralnail
1, 100. 00
52, 800. 00
Facing Mat
100. 00
5, 800. 00
Waler Beam
6, 000. 00
6, 000. 00
58 Square 9
Yard
10
Lump Sum
t
11
Lump Sum
Timber
Cribbing
5, 000. 00
TOTAL COST TO COWLITZ
COUNTY......................................$
5, 000. 00
167, 700. 00
Addenda. The bidder acknowledges receipt of the following addenda: and
Insert numbers of any addenda received.)
Non- Collusion.
with their bid.
Each bidder must submit a declaration of non- collusion completely executed
Reasonable grounds for believing that any bidder( s) have engaged, either directly or Page 7
Proposal Form South Toutle
Road Headwall Project
No. 1851
indirectly, into any agreement, participated in any collusion, or otherwise taken any action, in restraint of free competitive bidding in connection with this bid will cause rejection of all proposals which said bidder( s) has shown interest, and none of the participants to such direct or indirect actions will be considered.
The person( s) signing this bid on behalf of the bidder declare( s) under penalty of perjury under the laws of the United States and the State of Washington
that this bidder has not, either directly or
indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action, in restraint of free competitive bidding in connection with this bid.
of
rs
n Authorized to Bind Bidder
Date
Sign at
Western United Civil Group LLC
Owner
Bidder' s Business
Title of Person Signing Bid
Signed in
Name
Yacolt
Washington
Proposal Form South Toutle
Road Headwall Project
Page 8 No. 1851
Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award.
NON- COLLUSION DECLARATION by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following
1,
statements
1.
are true and correct:
or That the undersigned person( s), firm, association or have) not, either entered into indirectly, directly
has
corporation
any
agreement,
participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2.
That
by
deemed
signing to have
the
signature
signed
and
to
page have
of
this
agreed
I
proposal, to
the
am
provisions
of this declaration.
NOTICE TO ALL BIDDERS
To report rigging activities call: 1- 800- 424- 9071
The U. S. Department of Transportation ( USDOT) operates the above toll- free hotline" Monday through Friday, 8: 00 a. m. to 5: 00 p. m., eastern time. Anyone with collusion, or other knowledge of possible bid bidder fraudulent rigging,
activities should use the " hotline" to report such activities. The " hotline"
is part of USDOT's continuing effort to identify and investigate
highway
construction
direction
of
the
contract
USDOT
fraud
Inspector
and
abuse
General.
All
and
is
operated
information
will
under be
the
treated
confidentially and caller anonymity will be respected.
DOT Form 272- 0361 EF 07/ 2011
Non- Collusion
Declaration
South Toutle Headwall Project No. 1851
Page 9
Proposal for Incorporating Recycled Materials into the Project In compliance with anew lawthat went into effect January 1, 2016( SHB1695), the Bidder shall propose
below, the total percent of construction aggregate and concrete materials to be incorporated into the Project that Section
are
recycled
materials.
9- 03. 21( 1) F, Table
Standard
Specifications.
Proposed
total percentage:
Note:
on
Calculated percentages
Maximum
Allowable
Percent (
must be
within
By Weight)
2
the amounts allowed in
of Recycled Material, of the
percent.
Use of recycled materials is highly encouraged within the limits shown above, but does
constitute a Bidder Preference,
and will not affect the determination
of award, unless two or
not more
lowest responsive Bid totals are exactly equal, in which case proposed recycling percentages will be used as a tie-breaker, per the APWA GSP in Section 1- 03. 1 of the Special Provisions. Regardless, Contractor should do its best to will become a goal the the Bidder' s stated proposed percentages accomplish. Bidders will be required to report on recycled materials actually incorporated into the Project, in accordance with the APWA GSP in Section Western
Bidder:
Signature Date:
of Authorized
1- 06. 6 of the Special Provisions.
nited Civil Group LLC
Official:
X27/
Q26
Proposal for Incorporating Recycled Materials into the Project South Toutle Road Headwall Project No. 1851
Page
10
BID DEPOSIT FORM
SOUTH TOUTLE ROAD HEADWALL REPAIR PROJECT Name of Project
Western
United Civil Group, LLC Name of Bidder
PROPOSAL BOND
KNOW ALL MEN BY THESE Markel
PRESENTS, a
Company
Insurance
That
Western United Civil Group. LLC
we,
corporation
organized
duly
under
the
as Principal
,
laws
of
the
and
state
of
and authorized to do business in the State of Washington, as Surety, are held
Illinois
and firmly bound unto Cowlitz County as Obligee, in the full and penal sum of five (5) percent of the total amount of the bid proposal of said Principal forthe work hereinafter described, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents.
The condition of this bond is such, that whereas the Principal herein is herewith submitting his or its sealed proposal for the following public works project, to wit:
Said bid and proposal, by reference thereto, being made a part hereof. NOW, THEREFORE, If the said proposal bid by said Principal be accepted, and the contract be awarded to said Principal, and if the said Principal shall duly make and enter into and execute said contract and shall furnish bond as required by the contract documents within a period of ten ( 10) days from and after said award, exclusive of the day of such award, then this obligation shall be null and void, otherwise it shall be and remain in full force and effect.
SIGNED AND SEALED this
Western
Civil Grou .
July, 2026.
day of
Markel Insurance Company
LLC
Name of 5uret
Jer
Name
Aut
United
22nd
rize
Auth
Signature
ized Signature'
Patricia
Arndt
Attorney- in- Fact
G O,
•
1 t=
Title
Title
V
`.
Attach Power of Attorney
Date
Page 11
Bid Deposit Form
South Toutle Road Headwall Project No. 1851
Provided
to
Builders
Arr,
`_
Exchange
of
WA,
Inc.
For
usage
Conditions
Agreement
see
www.
bxwa.
com -
Always
Verify
Scal
f
.
POA#
3710009 i
JOINT LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That SureTec Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas and having its
principal office in the County of Harris, Texas and Markel Insurance Company( the" Company'), a corporation duly organized and existing under the laws of the state of Illinois, and having its principal administrative office in Glen Allen, Virginia, does by these presents make, constitute and appoint: Brent Olson, Gloria Bruning, Vicki Mather, Joel Dietzman, Andrew Choruby, Casey Geske, Richard Kowalski, Sterling Drew Roddan, Justin Cumnock, Christopher A. Reburn, Chloe Lyons, Patrick Dooney, Ashlee Pingree, Jessi Wimer, Bryahna Byrd, Patricia Arndt, Leticia Romano
Their true and lawful agent(s) and attorney(s)- in- fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on their own behalf, individually as a surety or jointly, as co- sureties, and as their act and deed any and all bonds and other undertaking in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: Fifty Million and 00/ 100 Dollars($ 50, 000, 000. 00)
This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company:
RESOLVED, That the President, any Senior Vice President, Vice President, Assistant Vice President, Secretary, Assistant Secretary, Treasurer or Assistant Treasurer
and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company, as the case may be, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto."
IN WITNESS WHEREOF, Markel Insurance Company and SureTec Insurance Company have caused their official seal to be hereunto affixed and these presents to be signed
by their duly authorized
officers
on the
17th
day of
July
SureTec Insurance Company
2026 .
9
By: Michael C. Keimig,
q S
I
s
ny
ranceCo
d
4
x
f
Markel
llsot"
VI`
yVRAHq
fi: cAS
_•
ttC
esident
r
Nrt,
By: n
rf *
t.
+
Ice President
y Jennin
rrer r I i tr+++
State of Texas
County of Harris: 171h 2026 A. D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, July day of came THE ABOVE OFFICERS OF THE COMPANIES, to me personally known to be the individuals and officers described in, who executed the preceding instrument, and
On this
they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers of the said companies aforesaid, and that the seals affixed to the proceeding instrument are the Corporate Seals of said Companies, and the said Corporate Seals and their signatures as officers were duly affixed and subscribed to the said instrument by the authority and direction of the said companies, and that Resolutions adopted by the Board of Directors of said Companies referred to in the preceding instrument is now in force. it t ttttlllfrrr rr
IN
TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Officikk3eat
I
SGHarris, the day and year first above written.
UD By: . tin
Chelsea Turner, Notary Public
9r FOF Company and Markel I foregoing is a full, true and correct copy is still in full force and effect and has rrE We, the undersigned Officers of SureTec Insurance
IN WITNESS WHEREOF,
we
have hereunto
set
our
Coi ,
i
0
hands, and affixed
the
eall j<+
My commission
s:
d`{'
gcc^
b yZertify that
the
expires 7/ 6/ 2028
original POWER OF AT
rrrrrlltt++t
Seals of said Companies, on
the
22
2026
July
day of
kliIIIfit
SureTec Insurance
3
Company
Ft A ki jv•;
i:: 1
Markel insurance Company
j
G' •
Q By:
M. gren
drew Marquis,
Beaty, Assistant Secretary
tf off ^.•:;••;.'
of which the
a.
l''
Any Instrument Issued in excess of the penalty stated above is total ly' yo d, and w Tt¢ out any a4dty. 371 M09 between 8: 30 AM and 5: 00 PM CST. For verification of the authority of this Power you may call 1713) 812. Ozi06 4 plyit sj,, t ISy
Assists
ecretary
E- VERIFY DECLARATION
SOUTH TOUTLE ROAD HEADWALL REPAIR PROJECT
Cowlitz County Project No. 1851
Firm Name:
western United Civil Group LLC
The undersigned declares, under penalty of perjury under the laws of Washington that: 1.
That the above- named firm is currently enrolled in and using the E- Verify system implemented on October 25, 2011 as outlined in Resolution No. 11- 118 and will continue to use the E- Verify
system for so long as work is being performed on the above named project. 2.
1 certify that I am duly authorized to sign this declaration on behalf of the above- named bidder/ proposer.
3.
1 acknowledge that Cowlitz County reserves the right to require a copy of the Memorandum of Understanding between the contractor listed above and the Department of Homeland Security certifying enrollment in the E- Verify program at any time. Failure to provide the required Memorandum of Understanding within 10 days of request could lead to suspension of this contract.
Dated
atYacolt
State
YA
on
this
27
day ofuly
2026.
Signature
Printed Na/
eJosiah Thomas
THIS PAGE MUST BE RETURNED
WITH THE BID DOCUMENTS
Page 12
E- Verify Declaration
South Toutle
Road Headwall Project
No. 1851
COMPLIANCE
WITH WAGE
PAYMENT
LAWS DECLARATION
SOUTH TOUTLE ROAD HEADWALL REPAIR PROJECT
Cowlitz County Project No. 1851
Firm Name:
1.
Western United Civil Group LLC
The bidder hereby certifies that, within the three- year period immediately preceding the bid solicitation
date
the bidder is not a " willful" violator, as defined in
01/ 28/ 2026
RCW 49. 48. 082, of any provision of chapters 49.46, 49. 48, or 49. 52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. 2.
1 certify that I am duly authorized to sign this declaration on behalf of the above- named bidder/ proposer.
3.
1 acknowledge that Cowlitz County is required to receive this declaration as a condition to awarding the public works contract pursuant to RCW 39. 04. 350.
The undersigned declares, under penalty of perjury under the laws of Washington that the foregoing is true and correct.
Signed
and dated
July
at
Yacolt
in State of
Win this
27
day of
2026.
Signature
Printed Name Josiah Thomas
THIS PAGE MUST BE RETURNED BEFORE THE PUBLIC WORKS CONTRACT CAN BE AWARDED
Page
Compliance
with Wage Payment
South Toutle
Laws Declaration
Road Headwall Project
No. 1851
13
AGREEMENT
THIS AGREEMENT is entered into between COWLITZ COUNTY and WESTERN UNITED CIVIL GROUP,
LLC ("
for
Contractor")
following project:
the
SOUTH
TOUTLE
ROAD
HEADWALL
REPAIR
PROJECT (" the Project").
The Parties Agree as Follows:
1. Acceptance of Bid Proposal. Cowlitz County accepts Contractor' s bid proposal for the Such
Project.
is limited
acceptance
2. Contractor
to the
to Accomplish
of the bid proposal:
following items
Project.
Contractor
1- 11.
shall do all work and furnish
all labor,
materials, equipment, tools, services, and incidentals necessary to accomplish the Project in strict compliance with the contract documents.
3. Contract Amount. Cowlitz County shall pay Contractor in accordance with the contract documents, based amount
the
on
unit
and
prices
for the Project shall not exceed $
4.
Contract
the
reference
Documents. (
Standard
2026
lump sums
This Agreement shall be governed by and incorporates by
a)
for Road, Bridge,
Washington
State
Washington
State Chapter ( the " Standard Specifications").
apply
unless
integrated negotiations,
Transportation
and
the
and
Municipal Construction,
American
Public
Works
by the
Association,
All provisions of the Standard Specifications
specifically
modified herein. ( b) The contract documents constitute the parties' entire and
agreement
concerning
representations,
5. Contractor registered
of
The total contract
Form.
167, 700. 00, including sales taxes.
Specifications
Department
stated in the Proposal
contractor
the
or agreements,
Registration. in
Project,
accordance
and
supersede
both written
all prior and
contemporaneous
and oral.
By submitting a bid, each bidder warrants that it is currently a with
RCW
18. 27.
Continuous
registration
throughout
the
performance of the project is a requirement of the contract. The bidder shall promptly furnish proof of registration
whenever
requested.
Agreement
South Toutle Road Headwall Project No. 1851
Page
14
of Work. (
6. Performance
a) The Contractor warrants that all work performed shall be free
from defects in material and workmanship, shall conform to the contract documents, and shall be fit for Cowlitz
County' s intended
If the Engineer determines that the work or any portion thereof
purposes.
fails to conform to the foregoing warranty, the Engineer shall give the Contractor written notice thereof and the Contractor
shall then
take
corrective
action
as
directed
by the
Engineer.
The purpose of the
corrective action will be to remedy all nonconforming work and any damage caused by the nonconforming work. The Contractor shall begin the repair or replacement within 10 days after receiving the notice, and shall complete the work within such reasonable time as determined by the Engineer.
If the Contractor fails to carry out the corrective action as required by this section, Cowlitz
County may perform the corrective action with its own resources or by contract, and the Contractor shall pay all the costs thereof. b)
If other provisions of the contract documents contain different performance
requirements, the more stringent requirements shall apply. c) No inspection, acceptance, use, or occupancy of the work, or payment for the work, shall
relieve the Contractor
d)
The
from
its responsibilities.
Contractor
warrants
good
title
to
all
materials,
supplies,
and
equipment
incorporated into the work.
7. Uniformity of Equipment and Materials. Like items of equipment and materials to be
incorporated into the work shall be products of one manufacturer.
8. Substitution of" Equal" Products. Unless otherwise provided, any reference in the contract documents
to
any
product by
a
brand
name,
model,
or catalog number shall be understood as
establishing a standard of quality, and products equal in quality may be substituted if approved in advance
by the Engineer.
If the Contractor wishes to propose a substitution, it shall submit a written
proposal in a form approved by the County, warranting and guarantying the substitute product will be, including but not limited to, at least equal to or better than the specified product in terms of quality, function, performance, compatibility and reliability, to the Engineer, whose decision shall be final. The proposal shall identify the proposed substitute product, and the Contractor shall upon request and at its expense furnish the Engineer with such detailed specifications, test results, and other data as are
Agreement South
Toutle
Road
Headwall Project No. 1851
Page
15
helpful to the Engineer. The Engineer will not consider any proposed substitution if there is inadequate time
available
fully evaluate
to
the
If the Engineer approves a substitution proposed by the
proposal.
Contractor, it is understood that such approval is in reliance upon the Contractor' s written warranty and guaranty the substitute product to be, including but not limited to, at least equal to or better than the specified product in terms of quality, function, performance, compatibility and reliability. There will be no
additional
compensation
or extensions
to the time
for
completion.
If the installation, application or
performance of the substitute product is not equal to the specified product, the Engineer may direct the Contractor to remove the substitute product and replace it with the specified product, and to remedy any damage and delay caused by the use of the substitute product, all at the Contractor' s expense. The County has a right to a deductive
Change Order if the substituted
product proves
less costly than the contractually required product.
9.
Utilities.
The
Contractor this
Specification
1- 07. 17,
and
Coordinating
Council
is ( 800)
shall
comply
paragraph. 424- 5555.
with
the
provisions
of RCW
19. 122,
Standard
The telephone number of the Cowlitz County Utilities The Special Provisions and/ or contract plans identify all
underground facilities known by Cowlitz County to be located within the area of excavation required as part of the work. accordance
with
Locations and dimensions shown in the Special Provisions or on the plans are in
available
information
without
uncovering,
measuring,
or other
verification.
If a utility
is known or suspected of having underground facilities within the area of the excavation, and that utility is not a subscriber to the Cowlitz County Utilities Coordinating Council, the Contractor shall give individual notice to that utility.
10.
Prevailing
Wages
and
E- Verify.
The Contractor shall pay all fees required by the
Department of Labor and Industries in connection with the administration of the prevailing wage requirements. No increase in prevailing wage rates or fringe benefits shall be grounds for any additional compensation
to the Contractor.
Cowlitz County requires that all businesses which contract with the County for contracts awarded
by
formal
competitive
be
procedures
requirement extends to every subcontractor
enrolled
in
the
Toutle
E- Verify
Program.
The
meeting the same criteria. The Prime Contractor must
Agreement South
Federal
Road
Headwall Project No. 1851
Page 16
certification
provide
of
enrollment
with
bid
submittal.
The
Prime
Contractor
is
responsible
for
verification of every applicable subcontractor. Cowlitz County reserves the right to require a copy of a Memorandum of Understanding between the Prime or any Subcontractor and Department of Homeland Security upon request at any time during the project verifying the contractor' s enrollment. Failure to provide this document could result in suspension of the project.
A copy of Resolution No. 11- 118 is available at the Offices of the Board of County Commissioners. Federal E- Verify Program is a web- based application that can be accessed at http://www.dhs.gov/ www. dhs. gov/ everify.
everify
11. Air Pollution Regulations. The Southwest Washington Air Pollution Control Authority has adopted regulations to control the emission of contaminants into the air by sources within the Authority' s jurisdiction, which includes Cowlitz County. The Contractor shall comply with all regulations and orders of such Authority.
12. Shoring. If in the performance of this contract, the Contractor or any subcontractor excavates any trench to a depth in excess of four feet, the Contractor shall provide adequate safety systems for the trench excavation that comply with the requirements of the Washington Industrial Safety
and
Health
Act, RCW 39. 04. 180, and with
all
regulations
thereunder.
It is not anticipated
that
any excavation 4- feet or more in depth will be required for completion of the Work under this contract. Therefore, no bid item for trench safety systems is included in the bidder' s proposal. In the event in the performance of the contract the Engineer directs excavation such that shoring or extra excavation is required as determined by the Engineer, payment to the Contractor for such work will be made in accordance with Standard Specifications Section 1- 04. 4.
13.
Worker' s Benefits. The following is added at the end of Standard Specification 1- 07. 10:
Notwithstanding the provisions of the preceding paragraphs, Contractor shall remain at all times liable for payment of any and all premiums due under Title 50 or Title 51 RCW, or any other employee benefit act, with respect to all work performed by Contractor or any subcontractor pursuant to this contract. Contractor shall indemnify, defend and hold Cowlitz County harmless from and against any claim or demand
for payment of such premiums.
The Contractor' s responsibilities
Agreement South
Toutle
Road
Headwall Project No. 1851
under this section shall
Page
17
survive the termination or completion of the contract and/ or any release of retainage with respect to the contract. These waivers by the Contractor are a material inducement to County to enter into this contract, are reflected in Contractor' s compensation, and have been mutually negotiated by the parties.
BOARD
OF COUNTY
OF COWLITZ
COMMISSIONERS
COUNTY,
WASHINGTON
yJe-0cr, Uvt ife"d
GUI i'
Gt' oWp L c
Richard R. Dahl, Chairman
Name of Co
Steve Rader, Commissioner
SigKatory Authorized by Firm Bylaws
ctor
to Bind Contractor
Steven
L. Ferrell,
Commissioner
Otjti cyTitle
ATTEST:
Kelly Grayson,
Clerk of the Board
Date
W,
ST5UG - 7C19/
Washington
Date
APPROVED
Contractor'
s Registration
Number
AS TO FORM:
Civil Deputy Prosecuting Attorney
Executed copies shall be delivered each to County, Contractor, Surety and Insurance Company]
Agreement
South Toutle Road Headwall
Page 18 Project
No. 1851
Bond Number 4491354 Issued in Quintuplet
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS, that the undersigned
Contractor and Surety, a corporation,
organized and existing under and by virtue of the laws of the State of Washington, are jointly and obligated
severally
to
Cowlitz
County,
of
State
in
Washington,
the
penal
of
sum
167, 700. 00 for the payment of which sum we jointly and severally bind ourselves and our heirs, executors, administrators, and assigns, and successors and assigns, firmly in accordance with
the following provisions:
The Contractor has entered into or is about to enter into a contract with Cowlitz County for the following project: SOUTH TOUTLE ROAD HEADWALL REPAIR PROJECT.
Now, if the Contractor fully and timely performs all terms, conditions and requirements of the contract
in all respects, including all warranty provisions; and pays all laborers, mechanics, subcontractors, and materialmen, and all persons who supply such person or persons, or subcontractors, with provisions
and supplies for the above project; and defends and indemnifies Cowlitz County against any direct or indirect loss, damage, liability, judgments, and costs, to the extent required by the contract; then this obligation shall be void; otherwise it shall remain in full force and effect.
Provided, however, that the conditions of this obligation shall not apply to any money loaned or
advanced to the Contractor or to any subcontractor or other person in the performance of any such work.
The Surety, for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract, the specifications accompanying the Contract or to the work to be performed under the Contract shall in any way affect its obligation on this bond, and waives notice of any change, extension of time, alteration or addition to the terms of the Contract or the work performed. The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the
total amount to be paid the Contractor shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation.
Any judgment against Cowlitz County that relates to or is covered by the contract or this bond shall be conclusive against the Contractor and the Surety, not only as to the amount of damages but also as to
their liability if reasonable notice of the pendency of the suit has been given. Western
United
Name of Co
Markel Insurance
Civil Group. LLC
Name of Surety
tractor
rized Si nat
orized Signature
A
Company
ju-L&
BryahnaBByrd,
Title
Title
Date
Date
Attach Performance South Toutle
;
Attorney ink
Power of Attorney
Bond
Road Headwall Project No. 1851
%' i<< '
l;lt; :•
11 r
ra
`
y
yt
titi
POA# 3710009
JOINT LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That SureTec Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas and having its
principal office in the County of Harris, Texas and Markel Insurance Company( the" Company"), a corporation duly organized and existing under the laws of the state
of Illinois, and having its principal administrative office in Glen Allen, Virginia, does by these presents make, constitute and appoint:
Brent Olson, Gloria Bruning, Vicki Mather, Joel Dietzman, Andrew Choruby, Casey Geske, Richard Kowalski, Sterling Drew Roddan, Justin Cumnock, Christopher A. Reburn, Chloe Lyons, Patrick Dooney, Ashlee Pingree, Jessi Wimer, Bryahna Byrd, Patricia Arndt, Leticia Romano
Their true and lawful agent(s) and attarney(s)- in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on
their own behalf, individually as a surety or jointly, as co-sureties, and as their act and deed any and all bonds and other undertaking in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: I
000, 000. 00) Fifty Million and 00/ 100 Dollars($ 50,
This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company:
RESOLVED, That the President, any Senior Vice President, Vice President, Assistant Vice President, Secretary, Assistant Secretary, Treasurer or Assistant Treasurer
and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or
acknowledged by any officer or attorney, of the company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company, as the case may be, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto."
IN WITNESS WHEREOF, Markel Insurance Company and SureTec Insurance Company have caused their official seal to be hereunto affixed and these presents to be signed by their
duly authorized
officers
Insurance
Company
the
on
17th
day of
2026
July
Ma41sance SureTec
Sl"3 ANC F
i
Co /
j
rany
C c'
5v
ar'
c",
w
ny lenningz,
esident
Michael C. Keimig,
ice President
1r/
rennust
State of Texas
County of Harris: On this
17Ih
day of
2026 A. D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified,
July
came THE ABOVE OFFICERS OF THE COMPANIES, to me personally known to be the individuals and officers described in, who executed the preceding instrument, and they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers of the said companies aforesaid, and that the seals affixed to the proceeding instrument are the Corporate Seals of said Companies, and the said Corporate Seals and their signatures as officers were duly affixed and subscribed to the said instrument by the authority and direction of the said companies, and that Resolutions adopted by the Board of Directors of said Companies referred to in the preceding instrument is now in force.
i tstttrtrtr++ v
IN TESTIMONY WHEREOF,
I
have hereunto
set my hand,
and affixed
1. .
6f farris, the day and year first above written.
ie",
my Offici3l3eai
Ply PQ**- fc,9 By:
Chelsea Turner, Notary Public
My commission expires 7/ 6/ 2028
0f pF a>>: We, the undersigned
foregoing
is a
IN WITNESS
Officers
of SureTec
full, true and correct
copy
Insurance
Company
and Markel I4
is still in full force and effect
Ct
rtttri61t WHEREOF, we have
set our hands,
hereunto
and affixed the
Seals
b
dg'
and has rSe
ertify that the original POWER OF ATTORNEY of which the
Ls s`
of said Companies,
on
26
day of
the
s
SureTec
Insurance
Markel Insurance
Company
Company
M By:
M. Bren
i'
Beaty, Assistant Secretary
Any Instrument Issued in excess of the penalty stated above is totally void and withoiV. any velWfy.; ayta0b9 • .and 5: 00 PM CST. For
verification
of the
authority
of this Power
you
may call( 7131812- 0800
on any
business day been 8: 30 AWJ'
drew
Marquis,
Assist.
1
ecretary
l ®
DATE( MMIDD/ YYYY)
ACC) R o THIS
CERTIFICATE OF LIABILITY INSURANCE
CERTIFICATE
CERTIFICATE
DOES
THIS
BELOW.
IS ISSUED NOT
AS A MATTER
AFFIRMATIVELY
CERTIFICATE
REPRESENTATIVE
OF
OF INFORMATION
OR
NEGATIVELY
INSURANCE
OR PRODUCER,
AND
THE
DOES
NOT
ONLY
AMEND,
AND
EXTEND
CONSTITUTE
CERTIFICATE
CONFERS
NO RIGHTS
OR ALTER
A CONTRACT
8/ 11/ 2026
UPON
THE
THE
COVERAGE
BETWEEN
THE
CERTIFICATE
AFFORDED
ISSUING
HOLDER.
BY THE
INSURER( S),
THIS
POLICIES
AUTHORIZED
HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy( ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION
IS WAIVED,
subject to the terms and conditions
of the policy, certain policies
may require an endorsement.
A statement
on
this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT NAME:
PRODUCER
Anchor Insurance and Surety, PO Box 2808
Inc
Charris Sonn_e- Phinney FAX
PHONE A/ c No Ext):
Portland OR 97208
ADDRESS:
certificates@anchorias. com
INSURER A:
Navigators
INSURER B:
BITCO
INsuRERc:
SAIF
INSURERS
JETCONS- 01
INSURED
Western
A/ C, No): 503- 224- 9830
503- 224- 2500
United Civil Group, LLC
Jet Construction NW, LLC PO Box 236 Yacolt WA 98675
INSURER
AFFORDING
General
NAIC#
COVERAGE
36056
Ins Co.
Specialty
Insurance
20095
Corp.
36196
Corporation
D:
INSURERE: INSURER F:
CERTIFICATE
COVERAGES
REVISION NUMBER:
NUMBER: 1987804257
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDLISUBR,
INSR LTR B
OF INSURANCE
TYPE
X
POLICYNUMBER
GENERAL LIABILITY
COMMERCIAL
CLAIMS- MADE
Y
Y
1 CLP3773239
POLICY EFF MMIDD/ YYYY
POLICY EXP MM/ DD
6/ 15/ 2026
6/ 15/ 2027
LIMITS
OCCUR
I
1, 000,000
EACH OCCURRENCE DAMAGE TO Ea occuErence PREMISES
$
500, 000
MED EXP(
$
10, 000
Any one person)
I ADV INJURY
PERSONAL&
GENERAL AGGREGATE
GEN' L AGGREGATE LIMIT APPLIES PER:
H
POLICYFX_
jE
X
CAP3773241
C E
6/ 15/ 2027
6/ 15/ 2026
LIMIT
BINED
$
1, 000,000 n dentSINGLE
BODILY INJURY( Per person) $
ANY AUTO SCHEDULED AUTOS NON- OWNED
OWNED AUTOS ONLY HIRED AUTOS ONLY
B
Y
Y
2, 000,000 1, 000,000
Stop Gap
OTHER:
AUTOMOBILE LIABILITY
X
2, 000,000
$
COMP/ OP AGG $
PRODUCTS-
LOC
1, 000, 000
$
BODILY
AUTOS ONLY
_
UMBRELLALIAB
X
INJURY(
Per accident) $
PROPERTY DAMAGE Per accident
Y
Y
OCCUR
6/ 15/ 2027
6/ 15/ 2026
CUP3773242
EACH OCCURRENCE
3, 000, 000
AGGREGATE
3, 000,000
r—'
EXCESS LIAR
RETENTION$
DED C
CLAIMS- MADE
WORKERS COMPENSATION AND EMPLOYERS'
Y/
STERATUTE
11/ 1/ 2026
11/ 1/ 2025
100062471
LIABILITY
N/
A B '
OF OPERATIONS
below
Pollution Liability Scheduled Equipment Small Tools
DESCRIPTION
SF26ECP000271 NC CLP3773239
OF OPERATIONS/
LOCATIONS
OR 1, 000, 000
A.
If yes, describe under DESCRIPTION
ERH
N L. EACH ACCIDENT IE.
ANYPROPRIETOR/ PARTNER/ EXECUTIVE OFFICER/ MEMBEREXCLUDED? Mandatory in NH)
I VEHICLES (
ACORD 101, Additional
Remarks
Schedule,
E. L. DISEASE-
EA EMPLOYEE $
E. L. DISEASE-
POLICY LIMIT $
1, 000, 000 1, 000,000
7/ 8/ 2026
7/ 8/ 2027
Occ:$ 3, 000, 000
Agg:$ 6, 000, 000
6/ 15/ 2026
6/ 15/ 2027
Total Limit Max per item$ 2, 500
531, 430 Max limit$ 25, 000
may be attached
if more space Is required)
Certificate holder and all other entities are additional insureds when specified by written contract. Coverage is primary& non- contributory and includes waiver of subrogation when required by written contract. All subject to the terms, conditions and exclusions of the policies. Endorsements attached: GL3084 10/ 19; GL2784
09/ 11;
AP0401
10/ 17.
S Toutle Road Headwall Repair Project Project No. 1851
Additional Insured: The Contracting Agency, and its officers, elected officials, employees, agents, and volunteers. CANCELLATION
CERTIFICATE HOLDER
SHOULD THE
ANY OF THE ABOVE
EXPIRATION
DATE
DESCRIBED
THEREOF,
POLICIES NOTICE
BE CANCELLED
WILL
BE
BEFORE
DELIVERED
IN
ACCORDANCE WITH THE POLICY PROVISIONS.
Cowlitz County Department of Public Works 1600- 13th Avenue South Kelso WA 98626
AUTHORIZED
REPRESENTATIVE
1988- 2015 ACORD CORPORATION. All rights reserved. ACORD
25( 2016/ 03)
The ACORD
name
and logo are registered
marks
of ACORD
Carrier BITCO General Insurance Corp.
Policy Number:
CLP3773239
THIS
Insured:
ENDORSEMENT
CHANGES
BUILDERS
THE
EXTENDED
Western United Civil Group, LLC
POLICY.
PLEASE
LIABILITY
READ
IT CAREFULLY.
COVERAGE
This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM
It is agreed that the provisions
listed
below
apply only upon the entry of an ®
ciWthe, t5elr"
6xMo
the caption
of such provision.
A.
5 f3PWftnership
N.
and Joint Venture Extension
Construction
Project General
Aggregate
Limits St "
B.
tW& L
8uAbt6matic Additional Insured
Coverage-
Ongoing Operations
O.
0 Fellow Employee Coverage
C.
X
Automatic Waiver of Subrogation
P.
0 Property Damage Liability- Elevators
D.
Xa Extended Notice of Cancellation,
Q.
Fx7 Care, Custody or Control
R.
15R7 Concrete Rework Labor Reimbursement
Nonrenewal
E.
IX
F.
FX7 Broadened Mobile Equipment
S.
Fx
Lost Key Coverage
G.
0 Personal and Advertising
T.
F15\71
Electronic
U.
FX7 Consolidated Insurance Program Residual
Unintentional
Contractual
Failure to Disclose Hazards
Coverage
Injury-
Data Liability Coverage
Coverage
H.
0
I.
0 Liquor Liability
Nonemployment
Discrimination
Liability Coverage V.
a Automatic Additional Insureds-
Managers
or Lessors of Premises J.
FX7 Broadened Conditions
K.
0
W. Automatic Additional
Insureds-
Subdivisions-
Leases
L.
Fy
Insured Contract Extension-
Property M.
and Construction
X.
Railroad
Fx-] Turnkey Jobs- Coverage For Alienated
PARTNERSHIP
State or
Y.
Permits or Authorizations
X7 Contractors Automatic Additional Insured Coverage-
Contracts
Completed
0 Additional Insured-
Operations
Engineers,
Architects
or Surveyors
Premises
A.
0 Automatic Additional Insureds-
Governmental Agency or Political
Equipment
AND
JOINT
VENTURE
EXTENSION
The following provision is added to SECTION II - WHO IS AN INSURED: The last full paragraph
which reads as follows:
No person or organization is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations.
GL- 3084 ( 10/ 19)
1-
is deleted and replaced with the following:
With respect to the conduct of any past or present joint venture or partnership not shown as a Named Insured in the Declarations and of which you are or were a partner or member, you are an insured, but only with respect to liability arising out of " your work" on behalf of any partnership or joint venture not shown as a Named Insured in the Declarations, provided no other similar liability insurance is available to you for" your work" in connection with your interest in such partnership or joint venture. B.
CONTRACTORS
AUTOMATIC
ADDITIONAL
COVERAGE— ONGOING
INSURED
OPERATIONS
WHO IS AN INSURED is amended to include as an additional insured any person or organization who is required by written contract to be an additional insured on your policy, but only with respect to liability for " bodily injury", " property damage" or " personal and advertising injury" caused, in whole or in part, by: SECTION
it —
1.
Your acts or omissions; or
2.
The acts or omissions of those acting on your behalf;
in the performance
of your ongoing operations for the additional insured( s) at the project( s) designated
in the written contract.
With respect to the insurance afforded to these additional
insureds, the following
additional
exclusions
apply:
This insurance does not apply to" bodily injury" or" property damage" occurring after: 1.
All work, including materials, parts or equipment furnished in connection with such work, on the project ( other than service, maintenance or repairs) to be performed by or on behalf of the additional
2.
insured( s) at the location
of the covered
operations
has been completed;
or
That portion of" your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing
This insurance
operations for a principal as a part of the same project. is excess of all other insurance
available
to the additional
insured,
whether primary,
excess, contingent or on any other basis, unless the written contract requires this insurance to be primary.
In that event, this insurance will be primary relative to insurance policy( s) which designate
the additional insured as a Named Insured in the Declarations and we will not require contribution
from such insurance if the written contract also requires that this insurance be non- contributory. with respect to all other insurance additional
C.
insured,
AUTOMATIC
Item
8.
of
this insurance
WAIVER
SECTION
under which the additional
insured
qualifies
as an insured
But or
will be excess.
OF SUBROGATION
IV -
COMMERCIAL
GENERAL
of Recovery
Against
LIABILITY
CONDITIONS,
is
deleted
and
replaced with the following: 8.
Transfer
of Rights
Others
to Us
and Automatic
Waiver
of
Subrogation.
a.
If the insured has rights to recover all or part of any payment we have made under this Coverage Form, those rights are transferred to us. The insured must do nothing after loss to impair those rights. At our request, the insured will bring " suit" or transfer those rights to us and help us enforce them.
GL- 3084 ( 10/ 19)
2-
b.
If required by a written contract executed prior to loss, we waive any right of recovery we may have against any person or organization
because
of payments
we make for injury or
damage arising out of" your work" for that person or organization. D.
EXTENDED
NOTICE OF CANCELLATION,
NONRENEWAL
Item A.2. b. of the COMMON POLICY CONDITIONS,
is deleted and replaced with the following:
A.2. b. 60 days before the effective date of the cancellation if we cancel for any other reason. Item
9.
of
SECTION
IV -
COMMERCIAL
GENERAL
LIABILITY
CONDITIONS,
is
deleted
and
replaced with the following: 9.
WHEN
WE DO NOT
RENEW
If we choose to nonrenew this policy, we will mail or deliver to the first Named Insured
a.
shown in the Declarations written notice of the nonrenewal not less than 60 days before the expiration date.
If we do not give notice of our intent to nonrenew as prescribed in a. above, it is agreed that you may extend the period of this policy for a maximum additional sixty( 60) days from its scheduled date. expiration Where not otherwise prohibited by law, the existing terms, conditions and rates will remain in effect during that extension period. It is further agreed
b.
that so long as it is not otherwise prohibited by law, this one time sixty day extension is the sole remedy and liquidated damages available to the insured as a result of our failure to give the notice as prescribed in 9. a. above. E.
UNINTENTIONAL
FAILURE
TO DISCLOSE
HAZARDS
Although we relied on your representations as to existing and past hazards, if unintentionally you should fail to disclose all such hazards at the inception date of your policy, we will not deny coverage under this Coverage Form because of such failure. F.
BROADENED
MOBILE
EQUIPMENT
Item 12. b. of SECTION V- DEFINITIONS, is deleted and replaced with the following: 12. b. Vehicles maintained for use solely on or next to premises, sites or locations you own, rent or occupy.
G.
PERSONAL Exclusion
H.
AND ADVERTISING 2. e. of SECTION
NONEMPLOYMENT
INJURY-
I, COVERAGE
CONTRACTUAL
COVERAGE
B, is deleted.
DISCRIMINATION
Unless " personal and advertising injury" is excluded from this policy: Item
14. of SECTION
V-
DEFINITIONS,
is amended
to include:
Personal and advertising injury" also means embarrassment or humiliation, mental or emotional distress, physical illness, physical impairment, loss of earning capacity or monetary loss, which is caused by" discrimination." SECTION
V-
DEFINITIONS,
Discrimination" age,
gender
GL- 3084 ( 10119)
is amended
to include:
means the unlawful treatment of individuals
or religion.
3-
based on race, color, ethnic origin,
Item 2. Exclusions
of SECTION
I, COVERAGE
B, is amended
to include:
Personal and advertising injury" arising out of " discrimination" directly or indirectly related to the past employment, employment or prospective employment of any person or class of persons by any insured. Personal and advertising injury" arising out of " discrimination" by or at your, your agents or your employees" direction or with your, your agents or your" employees" knowledge or consent. Personal and advertising injury" arising out of " discrimination" directly or indirectly related to the sale, rental, lease or sub- lease or prospective sale, rental, lease or sub- lease of any dwelling, permanent lodging or premises by or at the direction of any insured. Fines, penalties,
specific performance
or injunctions
levied or imposed by a governmental
entity,
or governmental code, law, or statute because of" discrimination." I.
LIQUOR
LIABILITY
Exclusion J.
2. c, of SECTION
BROADENED
Items
2. a.
and
I, COVERAGE
A, is deleted.
CONDITIONS
2. b.
of
SECTION
IV -
COMMERCIAL
GENERAL
LIABILITY
CONDITIONS,
are
deleted and replaced with the following: 2.
Duties In The Event Of Occurrence,
a.
Offense, Claim Or Suit:
You must see to it that we are notified of an ' occurrence"
or an offense which may result in
a claim as soon as practicable after the " occurrence" has been reported to you, one of your officers or an " employee" designated to give notice to us. Notice should include: 1)
How, when and where the " occurrence" or offense took place;
2)
The names and addresses of any injured persons and witnesses; and
3)
The nature and location of any injury or damage arising out of the " occurrence" or offense.
b.
If a claim is made or" suit" is brought against any insured, you must: 1)
Record the specifics of the claim or" suit' and the date received as soon as you, one of
your officers, or an " employee" designated to record such information is notified of it; and
2)
Notify us in writing as soon as practicable after you, one of your officers, your legal department or an " employee" you designate to give us such notice learns of the claims or" suit."
Item 2. e. is added to SECTION 2. e.
IV-
COMMERCIAL
GENERAL
LIABILITY
CONDITIONS:
If you report an ' occurrence" to your workers compensation insurer which develops into a liability claim for which coverage is provided by the Coverage Form, failure to report such occurrence"
to us at the time of " occurrence"
shall not be deemed in violation of paragraphs
2.a., 2. b., and 2. c. However, you shall give written notice of this ' occurrence" to us as soon as you are made aware of the fact that this ' occurrence" workers compensation
GL- 3084 ( 10/ 19)
claim.
4-
may be a liability claim rather than a
K.
AUTOMATIC
SECTION
II -
ADDITIONAL
INSUREDS -
EQUIPMENT
LEASES
WHO IS AN INSURED is amended to include any person or organization with whom
you agree in a written equipment lease or rental agreement to name as an additional insured with respect to liability for " bodily injury", " property damage" or " personal and advertising injury" caused, at least in part, by your maintenance, operation, or use by you of the equipment leased to you by such person or organization, subject to the following additional exclusions. The insurance provided to the additional insured does not apply to: 1.
Bodily injury' or" property damage" occurring after you cease leasing the equipment.
"
2.
"
Bodily injury" or" property damage" arising out of the sole negligence of the additional insured.
3.
"
Property damage" to: a.
Property owned, used or occupied by or rented to the additional insured; or
b.
Property in the care, custody or control of the additional insured or over which the additional insured is for any purpose exercising physical control.
This insurance is excess of all other insurance available to the additional insured, whether primary,
excess, contingent or on any other basis, unless the written contract requires this insurance to be primary.
In that event, this insurance will be primary relative to insurance policy( s) which designate
the additional
insured as a Named
Insured
in the Declarations
and we will not require contribution
from such insurance if the written contract also requires that this insurance be non- contributory. But with respect to all other insurance under which the additional insured qualifies as an insured or
L.
additional
insured, this insurance will be excess.
INSURED
CONTRACT
EXTENSION -
RAILROAD
PROPERTY AND CONSTRUCTION
CONTRACTS
Item 9. of SECTION V- DEFINITIONS is deleted and replaced with the following, 9.
"
Insured
a.
Contract"
means:
for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while
A contract
rented to you or temporarily occupied by you with permission of the owner is not an " insured contract";
b.
A sidetrack
agreement;
c.
Any easement or license agreement;
d.
An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality;
e.
An elevator maintenance agreement;
f.
That part of any other contract or agreement pertaining to your business ( including an indemnification of a municipality in connection with work performed for a municipality) under
which you assume the tort liability of another party to pay for " bodily injury" or " property or organization. to a third person Tort liability means a liability that would be imposed by law in the absence of any contract or agreement.
damage"
GL- 3084 ( 10/ 19)
5-
Paragraph f. does not include that part of any contract or agreement:
That indemnifies an architect, engineer or surveyor for injury or damage arising out of:
1)
Preparing, approving, or failing to prepare or approve, maps, shop drawings,
a)
opinions,
reports,
specifications;
b)
field
surveys,
orders,
change
orders
or
drawings
and
or
Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; or
Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured' s rendering or failure to render professional services, including those listed in ( 1) above and supervisory, inspection, architectural
2)
or engineering
M.
activities.
TURNKEY JOBS - COVERAGE FOR ALIENATED PREMISES It is agreed
that:
Exclusion 2. j.( 2) of SECTION I, COVERAGE A, does not apply if the premises are " your work" and were not occupied, rented or held for rental by you for more than 12 months after completion. N.
CONSTRUCTION
PROJECT GENERAL AGGREGATE
This modifies SECTION III A.
LIMITS
LIMITS OF INSURANCE.
For all sums which can be attributed only to ongoing operations at a single construction project for which the insured becomes legally obligated to pay as damages caused by an " occurrence" under
SECTION
SECTION
1.
I-
I-
COVERAGE
COVERAGE
A separate
A, and for all medical expenses caused by accidents
under
C:
Construction
Project
General
Aggregate
Limit
applies
to each
construction
project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations.
2.
3.
The Construction Project General Aggregate Limit is the most we will pay for the sum of all damages
under COVERAGE
damage"
included
expenses
under COVERAGE
in
A, except
damages
completed
the " products-
C regardless
because
of " bodily injury" or " property
operations
Insureds;
b.
Claims made or" suits" brought; or
c.
Persons or organizations making claims or bringing " suits." made under COVERAGE
and
for
medical
of the number of:
a.
Any payments
hazard,"
A for damages or under COVERAGE
C for
medical expenses shall reduce the Construction Project General Aggregate Limit for that project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Construction Project General Aggregate Limit for any other construction project. construction
4.
The
limits
Expense
shown continue
Limit shown Project
GL- 3084 ( 10/ 19)
in the to
Declarations
apply.
in the Declarations,
General
Aggregate
for Each
Occurrence,
Fire
Damage
and
Medical
However, instead of being subject to the General Aggregate such
limits will be subject
Limit.
6-
to the applicable
Construction
For all sums which cannot be attributed only to ongoing operations at a single construction
B.
project for which the insured becomes legally obligated to pay as damages caused by an under
occurrence"
SECTION
I-
COVERAGE A, and for all medical expenses caused by
accidents under SECTION I - COVERAGE C:
Any payments made under COVERAGE
1.
A for damages or under COVERAGE
C for
medical expenses shall reduce the amount available under the General Aggregate Limit or the Products- Completed Operations Aggregate Limit, whichever is applicable; and
Such payments shall not reduce any Construction Project General Aggregate Limit.
2.
Payments
C.
for
damages
products- completed
because
operations
included in the bodily injury" or " property damage" will reduce the ProductsCompleted Operations hazard" of "
Aggregate Limit, and not reduce the General Aggregate Limit nor the Construction Project General Aggregate Limit.
If a construction project has been abandoned, delayed, or abandoned and then restarted, or if
D.
the authorized contracting parties deviate from plans, blueprints, designs, specifications timetables, the project will still be deemed to be the same construction project. LIMITS OF provisions of SECTION III endorsement shall continue to be applicable.
E.
0.
The
INSURANCE
not otherwise
modified
or
by this
FELLOW EMPLOYEE COVERAGE
Exclusion 2. e. Employers Liability of SECTION I, COVERAGE A, is deleted and replaced with the following: 2. e.
"
Bodily injury" to 1)
2)
An " employee" of the insured arising out of and in the course of: a)
Employment by the insured; or
b)
Performing duties related to the conduct of the insured' s business; or
The
spouse,
child,
parent,
brother
or
sister
of
that "
employee"
as
a consequence
of
paragraph ( 1) above. This
1)
exclusion
applies:
Whether the insured may be liable as an employer or in any other capacity; and
2) To any obligation to share damages with or repay someone else who must pay damages because of the injury. This exclusion does not apply to: 1)
Liability assumed by the insured under an " insured contract"; or
2) Liability arising from any action or omission of a co-" employee" while that co-" employee" is either in the course of his or her employment or performing duties related to the conduct of your business.
GL- 3084 ( 10/ 19)
7-
Item 2. a.( 1)( a) of SECTION II - WHO IS AN INSURED, is deleted and replaced with the following:
To you, to your partners or members ( if you are a partnership or joint venture) or to your
2. a.( 1)( a)
members (
if you
are
limited
a
liability company), or to your " volunteer workers" while
performing duties related to the conduct of your business. PROPERTY DAMAGE LIABILITY-
P.
ELEVATORS
Property damage" liability is changed as follows: 1.
Exclusions 2J.( 3) and 2. j.(4) of SECTION I, COVERAGE A, do not apply to the use of elevators.
2.
The insurance afforded by reason of this provision is excess over any valid and collectible property insurance ( including any deductible portion thereof) available to the insured whether
primary, excess, contingent or on any other basis, and the OTHER INSURANCE condition is changed accordingly.
Q.
CARE, CUSTODY OR CONTROL
Exclusion 2.j.4 of SECTION I, COVERAGE A, is deleted and replaced with the following:
2. j. 4 Personal property in the care, custody or control of the insured.this However, for personal property exclusion applies only to that in the
care,
portion
custody
of any loss
or
control
in
excess
we
will
of you
of $
or
your " employees,"
25,000 per occurrence, subject to the following terms and
conditions;
a)
The
most
that
pay
under
this
provision
as
an
annual
aggregate
is $
100, 000,
regardless of the number of occurrences.
b) This provision does not apply to " employee" owned property or any property that is missing where there is not physical evidence to show what happened to the property.
c) The aggregate limit for this coverage provision is part of the General Aggregate Limit and SECTION Ill - LIMITS OF INSURANCE is changed accordingly.
d) In the event of damage to or destruction of property covered by this exception, you shall, if
requested by us, replace the property or furnish the labor and materials necessary for
repairs thereto, at actual cost to you, exclusive of prospective profit or overhead charges of any nature.
e) $
2,500 shall be deducted from the total amount of all sums you became obligated to pay as damages on account of damage to or destruction of all property of each person or
organization, including the loss of use of that property, as a result of each ' occurrence."
Our limit of liability under the endorsement as being applicable to each ' occurrence" shall
be reduced by the amount of the deductible indicated above; however, our aggregate limit of liability under this provision shall not be reduced by the amount of such deductible. The
conditions of the policy, including those with respect to duties in the event of' occurrence," claims or " suit" apply irrespective of the application of the deductible amount. We may pay
any part or all of the deductible amount to effect settlement of any claim or" suit" and, upon
notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us.
GL- 3084 ( 10/ 19)
8-
R.
CONCRETE
REWORK
As it applies
to this coverage,
SECTION
1.
LABOR REIMBURSEMENT
COVERAGE
I - COVERAGE A is amended as follows:
Insuring Agreement is deleted and replaced by the following:
We will reimburse you for your direct labor expense associated with your " concrete rework" which was performed by you during the policy period due to the original " concrete product" failing to meet contractual specifications as ordered for the job or accepted industry standards for its specific intended use, verified by testing by an ASTM ( American Society of Testing & Materials) accredited independent testing agency. 2.
Exclusions, is deleted and replaced by the following: The insurance provided by this endorsement does not apply to: a. "
Cosmetic Defects"
b.
Loss of use
c.
Changes to the " concrete product" contractual specifications not acknowledged by the named insured in writing prior to the beginning of the job Loss" arising from the " subsidence" of land
d. "
e. "
Loss" arising from work performed on your behalf by a subcontractor, except for the supply of the" concrete product'
Cost of materials used in the installation of the" concrete product" or" concrete rework"
f.
Damages or " loss" that is covered by a Property or Inland Marine coverage form for your
g.
financial interest in your project and structures IN. "
Loss" unless the " concrete rework" is completed within one year from the completion of the original " concrete product' installation performed by you
i. "
Loss" caused by the failure to order the " concrete product' as required: a.
In the contractual
specifications;
or
b.
By accepted industry standards for its specific intended use
j.
" Loss" expected or intended from the standpoint of the insured
k.
"
Concrete product" supplied by you
SECTION III - LIMITS OF INSURANCE is amended to include the following: 1.
The Limits of Insurance as shown and the rules below fix the most we will pay regardless of the number of
a.
Insureds covered under this insurance;
GL- 3084 ( 10/ 19)
9-
b. "
2.
Concrete rework" projects to which this insurance applies. Project
50, 000
Concrete
Rework"
Limit
Concrete
Rework" Policy Aggregate
Concrete
Rework"
50, 000
Limits
1, 000
Deductible
The " Concrete Rework" Project Limit shown above is the most we will reimburse you for your
direct labor expense arising out of any single" concrete rework" project. 3.
Subject to 2. above, the " Concrete Rework" Policy Aggregate Limit shown above is the most we
will reimburse you for your direct labor expenses for the sum of all " concrete rework" projects. 4.
The " Concrete Rework" Project Limit and the " Concrete Rework" Policy Aggregate Limits shall be included within and not be in addition to the General Aggregate Limit or the ProductsCompleted Operations Aggregate Limit ( whichever applies), as stated in the declarations and as in SECTION
described
5.
III -
LIMITS OF INSURANCE.
Our obligation to reimburse you applies only to the amount of your direct labor expense in excess
of
the " Concrete
Rework"
Deductible
stated
above.
This deductible shall apply
separately to each " concrete rework" project.
The Limits of Insurance of this coverage apply separately to each consecutive annual period and to any remaining period of less than 12 months, starting with either the beginning of the policy period in the
shown
Declarations,
or
date
the effective
of the endorsement,
whichever
is less.
If the policy
period is extended after issuance for an additional period of less than 12 months the additional period will be deemed part of the preceding period for purposes of determining the Limits of Insurance. SECTION Item
2.
IV- COMMERCIAL
GENERAL
LIABILITY
CONDITIONS
is amended as follows:
Duties in The Event Of Occurrence, Offense, Claim Or Suit is deleted and replaced by the
following: 2.
Duties in The Event Of Occurrence,
a.
Offense, Claim Or Suit
You must see to it that we are notified prior to completing the " concrete rework" which may result in labor reimbursement.
Notice should include:
1)
How, when and where the incident took place;
2)
The names and addresses of any witnesses, and
3)
The estimated
labor expense
for the" concrete
rework"
b.
You must promptly take all steps to minimize the expenses involved.
c.
You must cooperate with us and upon request, assist in enforcing or indemnity against any person or organization.
d.
You must provide us with proof of loss and any other required documents within 60 days of our request.
any right of contribution
You must also permit us to examine and copy any of your books and records
at any reasonable time. You, your" employees" and your agents must, if we require you to, submit to examination under oath at such times as may be required, and sign a copy of the examination.
e.
No insureds will, except at their own cost, assume any obligation, or incur any expense without
GL- 3084 ( 10/ 19)
our consent.
10-
SECTION V- DEFINITIONS
is amended to add the following:
Concrete rework" means the alteration, repair, removal or replacement of a " concrete product'
Concrete product" means any product you directly install consisting of concrete, cement, sand, mortar mix or related materials
Cosmetic defects" means a superficial or surface defect that does not affect the structural integrity of the " concrete product'
Loss" means your direct labor expense associated with a " concrete rework" project Subsidence" means earth movement, including but not limited to:
S.
a.
Landslide;
b.
Mud
C.
Earth sinking;
d.
Earth rising;
e.
Collapse or movement of fill;
f.
Improper
g.
Earth settling, slipping, falling away, caving in, eroding, tilting or shifting;
h.
Earthquake;
I.
Any other movement of land or earth.
flow;
compaction;
or
LOST KEY COVERAGE As it applies
SECTION
to this coverage,
I, COVERAGE
A, is amended
to include as follows:
We will pay those sums, subject to the limits of liability and deductible stated herein, that you become legally obligated to pay as damages due to the loss or mysterious disappearance of keys entrusted to or in the care, custody or control of you or your " employees" or anyone acting on your behalf. The damages covered by this endorsement are limited to the: 1.
Actual cost of the keys;
2.
Cost to adjust locks to accept new keys; or
3.
Cost of new locks, if required, including the cost of installation.
Item 2. Exclusions of SECTION I, COVERAGE A, is amended to include the following: 1.
Keys owned by any insured, employees of any insured, or anyone acting on behalf of any insured.
2.
Any resulting loss of use from the loss or mysterious disappearance of keys; or
3.
Any of the following acts by any insured, employees of any insured, or anyone acting on behalf of any insureds:
GL- 3084 ( 10/ 19)
11-
a.
Misappropriation;
b.
Concealment;
C.
Conversion;
d.
Fraud; or
e.
Dishonesty
Exclusions 2.j.(3) and 2.j.(4) of SECTION I, COVERAGE A do not apply to Lost Key Coverage. SECTION III - LIMITS OF INSURANCE is amended to include the following.-
The Lost Key Coverage Occurrence Limit shown below is the most we will pay for each
1.
occurrence for damages for Lost Key Coverage provided in this endorsement. 2.
The Lost Key Coverage Policy Aggregate Limit shown below is the most we will pay for all occurrences covered by this endorsement during the policy period.
3.
50, 000
Limit
Occurrence
Lost
Key Coverage
Lost
Key Coverage Policy Aggregate
Lost
Key Coverage
50, 000
Limit
1, 000
Deductible
The Lost Key Coverage Policy Aggregate Limit shall be included within and not be in addition to the General Aggregate Limit or the Products- Completed Operations Aggregate Limit ( whichever as
applies),
stated
in
the
declarations
and
as
described
in
SECTION
III -
LIMITS
OF
INSURANCE.
Our obligation under this coverage to pay damages on your behalf applies only to the amount of damages in excess of the Lost Key Coverage Deductible stated above. The deductible applies on an occurrence" basis.
We may pay any part or all of the deductible amount to effect settlement of any claim or " suit" and, upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. T.
ELECTRONIC A. Exclusion
SECTION
DATA LIABILITY 2. p. of I—
COVERAGE
COVERAGE
COVERAGES
A — BODILY
INJURY AND PROPERTY
DAMAGE
LIABILITY in
is replaced by the following:
2. Exclusions
This insurance does not apply to:
p. Access Or Disclosure Of Confidential Or Personal Information And Data- Related Liability
Damages arising out of: 1)
Any access to or disclosure of any person' s or organization' s confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or
GL- 3084 ( 10119)
12-
2) The loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate " electronic
data" that does not result from physical
injury to tangible
property
This
applies
exclusion
damages
if
even
claimed
are
for
notification
costs,
credit
monitoring expenses, forensic expenses, public relations expenses or any other loss, cost or expense incurred by you or others arising out of that which is described in Paragraph 1) or( 2) above.
However, unless Paragraph ( 1) above applies, this exclusion does not apply to damages because of" bodily injury". B.
The
is
following
added
to
2.
Paragraph
EXCLUSIONS
of
I—
SECTION
COVERAGE
B—
PERSONAL AND ADVERTISING INJURY LIABILITY: 2. Exclusions
This insurance does not apply to:
Access Or Disclosure Of Confidential Or Personal Information
Personal and advertising injury" arising out of any access to or disclosure of any person' s or organizations confidential or personal information, including patents, trade secrets,
processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information. This
applies
exclusion
if
even
damages
are
claimed
for
notification
costs,
credit
monitoring expenses, forensic expenses, public relations expenses or any other loss, cost or expense incurred by you or others arising out of any access to or disclosure of any person' s or organization' s confidential or personal information. C. The
following definition
is added to SECTION
V— DEFINITIONS:
Electronic data" means information, facts or programs stored as or on, created or used on, or
transmitted to or from computer software ( including systems and applications software), hard or
floppy disks, CD- ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. D.
For
the
purposes
of
this
coverage,
the
definition
of " property
damage"
in SECTION
V—
DEFINITIONS is replaced by the following: Property damage" means: a.
Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it;
Loss of use of tangible property that is not physically injured. All such loss of use shall be
b.
deemed to occur at the time of the " occurrence" that caused it; or C.
Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate "
electronic
data",
resulting from physical injury to tangible property. All such
loss of " electronic data" shall be deemed to occur at the time of the " occurrence" that caused it.
For the purposes of this insurance, " electronic data" is not tangible property. U.
CONSOLIDATED INSURANCE PROGRAM RESIDUAL LIABILITY COVERAGE
GL- 3084 ( 10/ 19)
13-
respect
With
to " bodily
injury", " property
or ` personal and advertising injury" arising out of
damage",
your ongoing operations; or operations included within the " products- completed operations hazard", the policy to which this coverage is attached shall apply as excess insurance over coverage available
to " you" under a Consolidated Insurance Program ( such as an Owner Controlled Insurance Program or Contractors
Controlled
Insurance
Program).
Coverage afforded by this endorsement does not apply to any Consolidated Insurance Program
involving a " residential project" or any deductible or insured retention, specified in the Consolidated Insurance Program. The
is added to Section
following
Residential
means
project"
any
V— Definitions:
project where
30%
or more of the total square foot area of the
structures on the project is used or is intended to be used for human residency. This includes but is not limited to singie or multifamily housing, apartments, condominiums, townhouses, co- operatives or
planned unit developments and appurtenant structures ( including pools, hot tubs, detached garages, guest
houses
or
any
similar
structures).
A " residential project" does not include military owned
housing, college/ university owned housing or dormitories, long term care facilities, hotels, motels, hospitals or prisons.
All other terms, provisions, exclusions and limitations of this policy apply. V.
AUTOMATIC ADDITIONAL INSUREDS - MANAGERS OR LESSORS OF PREMISES SECTION
II—
WHO IS AN INSURED is amended to include:
Any person or organization with whom you agree in a written contract or written agreement to name as an additional insured but only with respect to liability arising out of the ownership, maintenance or use
of that part of the premises, designated in the written contract or written agreement, that is leased to you and subject to the following additional exclusions: This insurance does not apply to: 1.
2.
Any" occurrence" which takes place after you cease to be a tenant in that premises. Structural alterations, new construction or demolition operations performed by or on behalf of the additional insured listed in the written contract or written agreement.
This insurance is excess of all other insurance available to the additional insured, whether primary,
excess, contingent or on any other basis, unless the written contract requires this insurance to be In that event, this insurance will be primary relative to insurance policy( s) which designate the additional insured as a Named Insured in the Declarations and we will not require contribution primary.
from such insurance if the written contract also requires that this insurance be non- contributory. But with respect to all other insurance under which the additional insured qualifies as an insured or additional insured, this insurance will be excess. W.
AUTOMATIC
ADDITIONAL
SUBDIVISIONS— SECTION
II —
PERMITS
INSUREDS -
STATE OR GOVERNMENTAL AGENCY OR POLITICAL
OR AUTHORIZATIONS
WHO IS AN INSURED is amended to include any state or governmental agency or
subdivision or political subdivision with whom you are required by written contract, ordinance, law or building code to name as an additional insured subject to the following provisions:
This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization.
This insurance does not apply to:
GL- 3084 ( 10/ 19)
14-
a.
"
b.
"
personal and advertising performed for the federal government, state or municipality; or damage"
Bodily injury', " property
or "
injur/'
arising out of operations
Bodily injury" or" property damage" included within the" products- completed operations hazard".
This insurance is excess of all other insurance available to the additional insured, whether primary,
excess, contingent or on any other basis, unless the written contract requires this insurance to be
In that event, this insurance will be primary relative to insurance policy( s) which designate
primary.
the additional insured as a Named Insured in the Declarations and we will not require contribution
from such insurance if the written contract also requires that this insurance be non- contributory. But with respect to all other insurance under which the additional insured qualifies as an insured or additional insured, this insurance will be excess. AUTOMATIC
CONTRACTORS
X.
ADDITIONAL
INSURED
COVERAGE—
COMPLETED
OPERATIONS
SECTION
II —
WHO IS AN INSURED is amended to include as an additional insured any person or
organization who is required by written contract to be an additional insured on your policy for
completed operations, but only with respect to liability for" bodily injury' or" property damage" caused, in whole or in part, by " your work" at the project designated in the contract, performed for that additional insured and included in the" products- completed operations hazard".
This insurance is excess of all other insurance available to the additional insured, whether primary,
excess, contingent or on any other basis, unless the written contract requires this insurance to be primary.
In that event, this insurance will be primary relative to insurance policy(s) which designate
the additional insured as a Named Insured in the Declarations and we will not require contribution
from such insurance if the written contract also requires that this insurance be non- contributory. But with respect to all other insurance under which the additional insured qualifies as an insured or additional insured, this insurance will be excess. Y.
ADDITIONAL SECTION
II —
INSURED—
ENGINEERS, ARCHITECTS OR SURVEYORS
WHO IS AN INSURED is amended to include as an additional insured any architect,
engineer or surveyor who is required by written contract to be an additional insured on your policy, but only with
respect
to
liability
for " bodily
injury", " property damage"
or " personal and advertising injury"
caused, in whole or in part, by: 1.
Your acts or omissions;
or
2.
The acts or omissions ofthose acting on your behalf;
in the performance of your ongoing operations performed by you or on your behalf. This
includes
such
architect,
engineer
or
surveyor,
who
may
not
be
engaged
by
you,
but
is
contractually required to be added as an additional insured to your policy. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies:
This
insurance
does
not apply
to " bodily
injury', " property damage" or" personal and advertising injury"
arising out of the rendering of or the failure to render any professional services, including: 1.
The preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports, surveys, change orders, designs or specifications;
2.
Supervisory, inspection or engineering services.
GL- 3084 ( 10/ 19)
15-
or
This insurance is excess of all other insurance available to the additional insured, whether primary,
excess, contingent or on any other basis, unless the written contract requires this insurance to be In that event, this insurance will be primary relative to insurance policy( s) which designate primary. the additional insured as a Named Insured in the Declarations and we will not require contribution from such insurance if the written contract also requires that this insurance be non- contributory. But
with respect to all other insurance under which the additional insured qualifies as an insured or additional
insured,
GL- 3084 ( 10/ 19)
this insurance
will be excess.
16-
BITCO General Insurance Corp.
CLP3773239 Western
United
Civil Group,
LLC
THIS ENDORSEVENT CHANGES THE POLICY. PLEASE READ IT CARERA- LY. DC I MED UAE31U TY COVERAGE This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM of an It is agreed that the provisions listed below apply only upon the entry
L
in the box next to the caption
of such provision.
0 Chartered Aircraft
A
X
Broad Form Named Insured
F.
B.
X
Bodily Injury Extension
G. X Coverage Territory Broadened H.
OX Employee As Insureds- Health Care Services la 0 Non- Omed Watercraft Liability
C.
X
E
A.
I. [
LX J Medical Payments- Increased Limits X] Expanded Expected or Intended Exception
LX Property Perils Legal Liability K U Broadened Supplementary Payments
J.
Liberalization
BROAD FORM NAMED INSURED SECTION II- WHO IS AN INSURED , 3.
Paragraph 3 is deleted and replaced by the following:
Any organization you newlywhich acquire or form, except forownership a partnership, joint venture or limited 51% liability company,
and
over
you maintain rNcrity
or interest (
or more) or
for which you have assumed the active management, Will qualify as a Named Insured if there is no other similar insurance available to that organization. However:
Coverage under this provision is afforded only until the end of the policy period or the 12-
a
month anniversary of the policy inception date, whichever is earlier;
Coverage A does not apply to " bodily injury' or " property damage" that occurred before
b.
you aoqui red or fom ied the organization;
Coverage B does not apply to" personal and advertising injury' arising out of an offense
C.
committed before you acquired or formed the organization. R
BODILY INJURY EXTENSION SECTION V- DEFINTITONS ,
Paragraph 3, is deleted and replaced by the follomng:
Bodily injury' means bodily injury, sickness or disease sustained by a person, including
3.
mental anguish or death resulting from any of these, at any time. Mental anguish means any type of mental or emotional illness or disease. C.
ENV-OYEES AS INSUF0:)S- HEALTH CARE SE RMCES SECTION
GL- 2784( 09/ 11)
II- WHO IS AN INSUFED ,
Item 2a( 1xd) is deleted.
1-
a
NON40MED WATERCRAFT UABILffY I- COVERAGES, COVERAGE A, 2. EXCLUSIONS
SECTION 2)
E
,
Item%( 2) is replaced with:
A watercraft you do not own that is: a)
Less than 51 feet long; and
b)
Not being used to carry persons or property for a charge.
UBERALIZAMON is amended to include:
SECTION IV- CONDI• IIONS , 10.
liberalization
If we adopt a change in our forms or rules which would broaden the coverage of this policy without
an
additional premium
charge, the
broader
coverage
will
apply.
This
extension
is
effective upon the approval of such broader coverage in your state of domicile. F.
CHARTEFM AIRCRAFT
SECTION I- DACES , Coverage A, Exclusions, Item 2.g.(6) is added: 6)
CL
An aircraft
in M&
you have no ownership interest and that you have chartered with crew.
COVERAGE I ERHTORY BROADENED SECTION V- DEFINRIONS , Item 4.a. is replaced with: a.
The United States of America (
including its territories
and possessions), Canada, Bermuda, the
Bahamas, the Cayman Islands, British Virgin Islands and Puerto Roo. F{
MEDICAL PAY JEMS- INCREASED UMT'S Unless COVERAGE G.- MEDICAL
SECTION I- COVERAGES , c.
is excluded from this policy:
Coverage C, Insuring Agrerrent , Item c, is added:
The medical expense lint provided by this policy shall be the greater of: 1) $ 2)
I.
PAYMENTS
10, 000; or
The amount shown in the declarations.
DCPANDED DI PECTED or INTENDED EXCEPTION SECTION I- COVERAGES , 2 Exclusions Item a. is amended as follows: a.
or
Intended
standpoint
of the
Expected the
Iryury - " bodily injury' or "property damage" expected or intended from insured.
This exclusion does not apply to " bodily injury' or " property
damage" resulting from the use of reasonable force to protect persons or property.
GL- 2784( 09/ 11)
2-
PROPERTY PERILS LEGAL LIABILITY
J.
I-
SECTION
A
exclusion %
COVERAGE
COVERAGES, is replaced with:
A, 2- Exclusions, the last paragraph following
Exclusion c. through n., do not apply to damage by fire, explosion, smoke, water damage,
sprinkler leakage, or lightning to premises while rented to you or temporarily occupied by you A separate limit of insurance applies to this coverage as of the owner. described in SECTION Ill- UMTS OF INSURANCE .
with the permission
SECTION
EL
III- U&M OF INSURANCE ,
Item 6. is replaced with:
Subject to 5, above, the Damage to Premises Rented to You Urrit is the most we veil pay
6.
under Coverage A for damages because of " property damage" to any one premises
Mile rented to you, or in the case of damages by fire, explosion, smoke, water damage, sprinkler leakage or lightning, while rented to you or temporarily occupied by you with the
permission of the owner, arising out of any one fire, explosion, smoke, water damage, sprinkler leakage or lightning incident.
The Damage to Premises Rented to You limit provided by this policy shall be the greater of: 1.
SECTION IV replaoed with: iii)
mn in the declarations.
The amount&
2 C.
300, 000 or
$
COWERCIAL
GENERAL
UTABIT.. ITY
CONDITIONS,
Item
4. b.(1)( a)( ii)
is
That is fire, explosion, smoke, water damage, sprinkler leakage or lightning insurance for
premises while rented to you or temporarily occupied by you with the permission of the owner.
D.
SECTION V- DEFINITIONS , a.
A contract
for
a
Item 9.a. is replaced with:
lease of premises.
I- bwever, that portion of the contract for a lease of
premises that indemnifies any person or organization for damage by fire, explosion,
smoke, water damage, sprinkler leakage or lightning to premises while rented to you or
temporarily occupied by you with the permission of the owner is not an" insured contract." K
BROADENED SUPPLEMENTARY PAYMENTS SECTION
I-
COVERAGES,
SUPPLEMENTARY
PAYM: NTS -
Coverages
A and B, Item 1. b.
and 1. d. are replaced with: 1. b.
The cost of bail bonds required because of accidents or traffic law violations arising out of the use
of any vehicle
to which
the
Bodily Injury Liability Coverage
applies.
We do not have to
furnish these bonds. 1. d
/
all reasonable expenses incurred by the insured at our request to assist us in the investigation defense of the claim or " suit," including actual loss of earnings up to M a day because of
or
time off from work
GL-2784( 09/ 11)
3-
HTCO GENERAL INSURANCE
CORPORATION
BTOO NATIONAL INSURANCE COMPANY
Policy Number: 0AP3713241 Insured: Western United Civil Group, LLC
THIS ENDORSDUENT CHANCES THE POUCY. PLEASE READ fT CAREFULLY. BROADENED( OVERAGE- AUTOMOBILES
The following modfies insurance provided under: BUSINESS AUTO COVERAGE FORM
Wth respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. 1-
Broad Form Named Insured
2-
Automatic
Waiver
3-
Automatic
Additional Insured
4-
Pnmary and Noncontributory-
of Subrogation
Other Insurance
11 -
Bodily Injury Extension
12-
Hired Auto Physical Damage
13-
Enhanced Supplementary Payments
14-
Fellow Employee Coverage for Designated Positions
Condition 5-
Unintentional Failure to Disclose Hazards
6-
Extended Notice of Cancellation,
7-
Wien We Do Not Renew
8-
Notice
of Knowledge
of Accident
9- "
ayees as Insured
10-
Employee Hired Autos
Non- Renewad
or
Loss
15-
Physical Damage— Transportation Expenses
16-
Rental Reimbursement Coverage
17-
LoaNLease Gap Coverage
18-
Aocidental Air Bag Disdwge Coverage
19-
Gass Repair— Waver of Deductible
BROAD FORM NAMED INSURED
1.
SECTION d
II. A 1.-
WiO IS AN INSURED -
Paragraph d. is added:
Any organization you newly acquire or form, except for a partnership, joint venture or limited interest ( 51% or more) or for 4Wty ownership you liability company, and Mich you have assumed the active management, will However, qualify ascoverage a Namedunder Insured if there is no this provision is to that organization. over which
other
sirnilar insurance
maintain
ri
or
available
only afforded until the end of the policy period or the 12-month anniversary of the policy inception date, whichever is earlier. 2-
AUTOMATIC WAIVER OF SUBROGATION Section
IV —
Business Auto Conclitions, Paragraph A5., Transfer of Ruts of Recamy Against
Others to Us, is deleted and replaced with the following: a
If the insured has rights to recover all or part of any payment we have made under this Coverage Form those rights are transferred to us. The insured must do northing after loss to impair those rights. At our request, the insured will bring " suit' or transfer those nuts to us and help us enforce them.
b.
If required by a written contract executed prior to loss, we waive arty right of recovery we may have against any person or organization because of payments we make for damages under this coverage form.
AP- 0401 ( 10/ 17)
1-
3.
AUTOMATIC ADDITIONAL INSURED SECTION
li — VIA- 10 IS AN INSLHM, Paragraph All, Is amended to Include as an " insured" any person or organization who is required by written contract or agreement to be an additional insured on
your policy, but only with respect to liability arising out of operations performed by you or on your behalf for the additional insured. 4.
PPAMARY AND NONCONTRIBUTORY-
OTI EA INSURANCE COMMON
The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance - Primary And Excess Insurance Provisions in the Idbtor Carrier Coverage Form and supersedes any provision to the contrary:
This Coverage Form' s Covered Autos Liability Coverage is primary to and W11 not seek contribution from any other insurance available to an" insured" under your policy provided that: 1.
Such" insured" is a Narned Insured under such other insurance; and
2
You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek oontdbution from any other insurance available to such" insured".
5.
UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS
Although vve relied on your representations as to existing and past hazards, if unintentionally you should fail to disclose all such hazards at the inception date of your policy, we will not deny coverage under this Coverage 6.
Form because of such failure.
DCT 3MM NOTICE OF CANCEUA71ON, NON- FIE FINAL
Item Alb. is deleted and replaced with the following:
The COMMON POLJCY COMMONS ,
Alb. 60 days before the effective date of the cancellation if we cancel for any other reason. 7.
WHEN WE DO NOT RENEW SECTION N-- BUSINESS a
AUTO CONDMCNS ,
is amended to add Item ELS.:
If we choose to nonrenew this policy, v e will mail or deliver to the first Named Insured shown in the Declarations written notice of the nonreniew
b.
not less than 60 days before the expiration date.
If we do not give notice of our intent to nonrenew as prescribed in a above, it is agreed that you may extend the period of this policy for a maximum additional sixty ( 60) days from its scheduled expiration date. Where not otherwise prohibited by law, the existing terra,, conditions and rates will
remain
in effect
during that
period.
extension
It is further agreed that so long as it is not
otherwise prohibited by law, this one-time sixty- day extension is the sole remedy and liquidated damages available to the insured as a result of our failure to give the notice as prescribed in 9. a above.
8.
NOTICE OF KNCM SECTION
2
IV-
EDM OF ACCIDENT OR LOSS
BUSINESS
AUTO CONDITIONS ,
Item A2A is deleted and replaced with the following:
Duties in the Event of Accident, Claim Suit or Lass: a
You must
see
to it that we are notified
of an " accident" "
claim", "
suit" or " lass" which may
result in a claim as soon as practicable after the " occurrence" has been reported to you, a partner,
a member,
an
officer,
or
an
enployee
designated
should include: 1)
AP- 0401 ( 10/ 17)
How, when and where the" accident" or" loss" occurred;
2-
to give
notice
to us.
Notice
2)
The" insured' s" name and address and
3)
To the extent possible, the names and addresses of any injured persons and witnesses.
EMPLOYEES
9.
AS INSLFIED
The following is added to the Section
II -
Covered Autos Liability Coverage, Paragraph Al. Who Is
An Insured provision:
Any° erployee" of yours is an" insured" while using a covered" auto" you don't own, hire or borrow in your business or your personal affairs. 10.
EMPLOYEE HIRED AUTOS
Changes in Covered Autos Liability Coverage
A
The fallowing is added to the Who Is An Insured Provision:
An " employee" of yours is an " insured" while operating an "auto" hired or rented under a oontract
or agreement in an " employee' s" name, with your permssion, while performing duties related to the conduct of your business. Changes In General Conditions
B.
Paragraph 5. b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph 5. t, of the Other 1rmsancePrimary And Excess Insurance the Motor Carrier Coverage Form are replaced by the following:
Provisions
Condition in
For hired Auto Physical Damage Coverage, the following are deemed to be covered " autos" you own:
1.
Any covered" auto" you lease, hire, rent or borrow, and
2
Any covered " auto" hired or rented by your " employee" under a contract in an" employee' s" name, with your permission, while perforating duties related to the conduct of your business.
Flowever, any" auto" that is leased, hired, rented or borrowed with a driver is not a covered" auto". 11.
BODILY INJURY EXTENSION
SECTION V- DEFINITIONS , Paragraph C. is deleted and replaced by the following: C.
'
Bodily injury' means bodily injury, siclTess or diseasetime. sustained by a person, including mental
anguish
or
death resulting from any of these,
at any
Mental anguish means any hype of
mental or emotional illness or disease. 12.
HIRED AUTO PHYSICAL DAMAGE SECTION C.
III. A4.-
Coverage Extensions -
Paragraph c. is added:
Hired Auto Physical Damage
It Comprehensive, Specified Causes of Loss or Collision coverage is provided under this policy, then hired Auto Physical Dan-age is provided for that coverage part subject to the following: 1)
The most we will pay for any one " accident" or " loss" under this tired Auto Physical Damage Coverage is the lesser of:
AP- 0401 ( 10/ 17)
a)
The any one Acadent" or" Loss" amount of$ 1100, 000:
b)
The actual cash value; or 3-
c)
Our
Cost of repair. to
obligation
pay for
a
loss in c.( 1)
above
will be reduced
by a deductible.
The
deductible will be equal to the largest deductible applicable to any owned " auto' for that coverage. The deductible will be waived for" loss" caused by fire or lightning. 2)
Subject to paragraph c.( 1). above, we will provide coverage equal to the broadest physical damage coverage applicable to any covered" auto' shown in the declarations.
3)
When you are required by written contract to indemnify a lessor for actual financial loss because of loss of use of a hired" auto resulting from a covered" accident" or" loss", we will cover that financial loss subject to the limit specified in paragraph c.(1).
13,
ENHANCED SUPPLEMENTARY PAYMENTS
SECTION IIA2a. COVERAGE EXTENSIONS, Supplementary Payments ( 2) and ( 4) are replaced by the following: 2)
Up to$ 2,500 for the oast of bail bonds( including bonds for related traffic laws violations) required because of an" accident" we cover. We do not have to furnish these bands.
4)
14.
Al reasonable expenses incurred by the" insured" at our request. including actual loss of earnings up to$ 350 a day because of time off from work.
FELLOW El PLOYEIE COVERAGE FOR DESIGNATED POSITIONS
The Fellow Empl yee Exclusion +stained in Section II.B.5, does not apply to the following positions or
job titles: foreman,
supervisor, manager,
officer,
partner
or other senior
level" employee".
Coverage is
excess over all other collectible insurance. 15.
PHYSICAL DAMAGE- TRANSPORTATION
EXPENSES
SECTION IIIA4.a. Transportation Expenses is replaced by the following: a
Transportation menses
Wte will pay up to$ 50 per day to a maximum of$ 1, 500 for temporary transportation expense incurred by
auto'. M will pay only for those covered " autos" for which you because of the total theft of a covered " Cause of Loss Coverage. or Specified M will pay for temporary Comprehensive either you carry
transportation expenses incurred during the period beginning 48 hours after the theft and ending,
regardless of the policys expirations, when the covered" auto" is returned to use or we pay for its" loss". For autos provided with temporary transportation expense, the following physical damage coverage will apply'. 1)
The most wee will pay for any one" accident" or" loss" under the temporary transportation expense physical damage coverage is the lessor of: a)
The any one" Accident" or" Loss" amount of$ 100,000;
b)
The actual cash value; or
c)
Cost of repair.
Our obligation to pay for a loss in a.(1) above will be reduced by a deductible. The deductible The will for that coverage. be
equal
to the
largest
deductible
applicable
to
any
owned "
deductible will be waived for" loss" caused by fire or lightning.
AP- 0401 ( 10/ 17)
A-
auto"
paragraph a.( 1). above, we will provide coverage equal to the broadest physical damage coverage applicable to any covered" auto" shown in the declarations.
2)
Subject
3)
When you are required by written contract to indemnify a lessor for actual financial loss because of loss of use of a hired " auto" resulting from a covered " accident" or " loss", we WII cover that
to
financial loss subject to the limit specified in paragraph a.(1). 16.
RENTAL REINIBUIRSEIVENT COVERAGE SECTION IIIA4.- Cie Extensions d
Paragraph d is added.
If you carry Comprehensive, Specified Causes of Loss or Collision coverage for the damaged covered " auto" as provided under this policy, then Rental Reimbursement Coverage is provided for that coverage part sui ect to the following: 1.
We Wll pay for rental reimbursement because of " loss" otherwise
other
applicable
expenses incurred by you for the rental of an " auto" Payment applies in addition to the No you have on a covered " auto".
than theft, to a covered " auto".
amount
of
each
coverage
deductibles apply to this coverage. 2-
We will only pay for those expenses incurred during the policy period tinning 24 hours after the " loss" and ending, regardless of the polies expiration, with the lesser of the following number of days:
17.
a)
The number of days reasonably required to repair or replace the covered" auto",, or,
b)
30 days.
c)
Our payment is lirrited to the lesser of the following amounts: 1)
Necessary and actual expenses incurred; or
2)
S50 per day.
LOAWL EASE GAP COVERAGE
Physical Damage Coverage
is amended by the addition of the following:
In the event of a total " loss" to a covered " auto", we WWI pay your additional legal obligation for any difference between the actual cash value of the " auto" at the time of the loss and the " outstanding balance"' of the loan/ lease, not to exceed$ 2, 500 for any one vehicle or$ 25,000 annually in aggregate. For the purposes of this endorsement, " outstanding balance" means the amount you owe on the loan/ lease at the time of loss less any amounts representing taxes, overdue payments, penalties,
interest or charges resulting from overdue payments, additional rrileage charges, excess wear and tear charges or lease termination fees, costs for extended warranties, credit Life Insurance,
Health, Accident or Disability Insurance purdhased with the loan or lease; and carry- over balances from previous loans or leases. 18,
ACCIDENTAL AIR BAG DISCHARGE COVERAGE SECTION III1. 3. a- Exclusions .
19.
CLASS REPAIR-
This exclusion does not apply to the accidental discharge of an air bag.
WAIVER OF DEDUCTIBLE
SECTION 111. 13- Deductible is replaced with the following: For each covered " auto", our obligation to pay for, repair, return or replace damaged or stolen property
wiil be reduced by the applicable deductible shown in the Declarations. Any C, owehensive Coverage deductible shown in the Declarations does not apply to" loss" caused by fire or lightning. 7the deductible does not apply to glass damage if the glass is repaired rather than replaced. AP- 0401 ( 1 N 17)
5-
SPECIAL
INTRODUCTION
PROVISIONS
TO THE SPECIAL
PROVISIONS
January 4, 2024 APWA GSP, Option A)
The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2026 edition, as issued by the Washington State Department of Transportation ( WSDOT) and the American Public Works Association ( APWA), Washington State Chapter hereafter "
Standard
The Standard Specifications, as modified or supplemented by these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Specifications").
Work.
These Special Provisions are made up of both General Special Provisions ( GSPs) from various sources, which
may have
supplements,
project- specific fill- ins; and project- specific Special
modifies,
or
replaces
the
comparable
Standard
Provisions.
Specification,
or
Each is a
new
Provision
either
Provision.
The
deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The GSPs are labeled
under the headers
of each GSP, with the effective
date of the GSP and its source.
For example:
March 8, 2013 APWA GSP) April 1, 2013
WSDOT GSP)
Project specific special provisions are labeled without a date as such:
Also incorporated into the Contract Documents by reference are: Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any Standard Plans for Road, Bridge and Municipal Construction, WSDOT Manual M21- 01, current edition
Contractor shall obtain copies of these publications, at Contractor' s own expense.
Special Provisions South Toutle Road Headwall Project No. 1851
Page 20
DIVISION GENERAL
DESCRIPTION
1-
REQUIREMENTS
OF WORK
March 13, 1995) This contract
provides for the improvement
of ***
Repairing the headwall along South Toutle Road where it crosses over Studebaker Creek. Repairs include bracing the headwall with a waler beam and installing facing matting along the embankment with spiral nails.
and other work, all in accordance the Standard
with the attached
Contract
Plans, these
Contract
Provisions,
and
Specifications.
Appendices. The following appendices are hereby provided for the Contractor' s information: Appendix A —
Topographic Survey
Appendix
B —
Silt fence WSDOT
Appendix
C —
Contractor
Appendix
D —
Spiralnail Load Test Procedure
Appendix E —
1- 01. 3
Standard
Checklist
Plans
for Use of Hilfiker' s Spiralnail
Hammers
Project Geotechnical Report
Definitions
January 19, 2022 APWA GSP)
Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates
Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date
The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive
Bidder for the Work.
Contract Execution
Date
The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial
Completion
Date
The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment
periods, or correction or repair remains for the Physical Completion
of the total
Contract. Special Provisions South
Toutle
Road
Headwall
Project
Page 21 No.
1851
Physical Completion Date
The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion
Date
The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance
Date
The date on which the Contracting Agency accepts the Work as complete. Supplement this Section with the following: All
references
Department
in the Standard
Specifications
of Transportation", "
Secretary of Transportation", "
Washington
Secretary", "
or WSDOT General State
Special
Transportation
Headquarters",
Provisions,
Commission", "
and " State Treasurer"
to the terms Commission",
shall be revised to
read " Contracting Agency". All references to the terms " State" or " state" shall be revised to read " Contracting Agency" unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise.
All references to " State Materials Laboratory" shall be revised to read " Contracting Agency designated location".
All
final
shall be interpreted to mean the Contracting Agency form( s) by which final payment is authorized, and final completion and acceptance granted. references
to "
contract
voucher
certification"
Additive
A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate
One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day
A business day is any day from Monday through Friday except holidays as listed in Section 1- 08. 5. Contract Bond The definition in the Standard Specifications for " Contract Bond" applies to whatever bond form( s) are
required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond.
Special Provisions South Toutle Road Headwall Project No. 1851
Page 22
Contract
Documents
See definition
Contract
for " Contract".
Time
The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award
The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency' s acceptance of the Bid Proposal. Notice to Proceed
The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic
Both vehicular and non- vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic.
The following highlighted text is not allowed on Federal Aid Projects: Contracting Agency" means Cowlitz County. Engineer" or " Project Engineer" means the Cowlitz County Engineer. Secretary"
or "
Secretary of Transportation"
means the Board of County Commissioners of Cowlitz
County. State"
State of Washington"
means Cowlitz County, except when referring to state departments other than the department of transportation, and except when referring to state publications, laws, etc.
1- 02
or "
BID PROCEDURES AND CONDITIONS
1- 02. 1
Prequalification of Bidders
Delete this Section and replace it with the following: 1- 02. 1
Qualifications of Bidder
February 17, 2026 APWA GSP, Option A)
Before award of a public works contract, a Bidder must meet at least the minimum qualifications of RCW 39. 04. 350( 1) to be considered a responsible bidder and qualified to be awarded a public works project. 1- 02. 2
Plans and Specifications
June 27, 2011 APWA GSP)
Special Provisions South Toutle Road Headwall Project No. 1851
Page 23
Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids Advertisement for Bids) for the work.
After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below:
To Prime Contractor Reduced
plans ( 11"
Contract
Provisions
Large plans (
e. g.,
x
22"
No. of Sets
Basis of Distribution
2
Furnished automatically upon award.
2
Furnished automatically upon award.
3
Furnished only upon request.
17")
x
34")
Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor' s own expense.
1- 02. 4( 1) December
General 30, 2022
The first sentence
APWA GSP Option B)
of the ninth
paragraph, beginning with " Prospective
Bidder
desiring...
is revised to
read:
Prospective Bidders desiring an explanation or interpretation of the Bid Documents, shall request the or interpretation 7*** in writing by close of business *** business days preceding the bid opening to allow a written reply to reach all prospective Bidders before the submission of their Bids. explanation
1- 02. 5
Proposal Forms
February 17, 2026 APWA GSP) Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment
of addenda; the bidder' s name, address, telephone
number, and signature. Bids shall be in legible figures ( not words) written in ink or typed and
expressed in U. S. dollars. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified.
Special Provisions South Toutle Road Headwall Project No. 1851
Page 24
1- 02. 6
Preparation of Proposal
Section 1- 02. 6 is supplemented with the following: November
20, 2023)
The fourth and fifth paragraphs of Section 1- 02. 6 are deleted.
1- 02. 6 Preparation of Proposal
February 17, 2026 APWA GSP, Option C)
The first sentence of the second paragraph is revised to read as follows: All prices shall be in legible figures ( not words) written in ink or typed, and expressed in U. S. dollars. Supplement the second paragraph with the following: 4.
If a minimum bid amount has been established for any item, the unit or lump sum price must equal
or exceed
the minimum
amount
stated.
Delete the last two paragraphs, and replace them with the following: The Bidder
shall submit
with their Bid a completed
Contractor
Certification
Wage
Law Compliance
form, provided by the Contracting Agency. Failure to return this certification as part of the Bid Proposal
package
will
make
this
Bid
Nonresponsive
and
ineligible
for Award.
A
Contractor
Certification of Wage Law Compliance form is included in the Proposal Forms.
The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name and signed by a partner. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. 1- 02. 6 Preparation
of Proposal
Add the following new section: 1- 02. 6( 1)
Recycled Materials Proposal
January 4, 2016 APWA GSP)
The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into the project, using the form provided in the Contract Provisions.
Special Provisions South Toutle Road Headwall Project No. 1851
Page 25
1- 02. 9 Delivery of Proposal November
21, 2025
APWA GSP, Option A)
Delete this section and replace it with the following: Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as
stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. Proposals that are received as required will be publicly opened and read as specified in Section 1- 02. 12. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals or received in a location other than that specified
in the Call for Bids. The Contracting Agency will not open or consider any " Supplemental Information" that is received after the time specified, or received in a location other than that specified in the Call for Bids.
If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals
cannot
be received
at the office
designated
for receipt
of bids as specified
in Section
1-
02. 12 the time specified for receipt of the Proposal will be deemed to be extended to the same time of
day specified in the solicitation on the first work day on which the normal work processes of the Contracting Agency resume. Supplemental
bid information submitted after the Proposal submittal but within 48 hours of the time
and date the Proposal
is due, shall be submitted
Proposal, with " Supplemental Information"
All other information
in a sealed envelope
labeled the same as for the
added.
required to be submitted with the Bid Proposal must be submitted with the Bid
Proposal itself, at the time stated in the Call for Bids.
1- 02. 10
Withdrawing,
Revising, or Supplementing
Proposal
February 17, 2026 APWA GSP)
Delete this section, and replace it with the following: After submitting a physical or an electronic bid, if allowed under 1- 02. 9, Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: 1.
The Bidder submits a written request signed by an authorized person and physically delivers it to the place designated for receipt of Bid Proposals, if a physical Bid Proposal was submitted, or recalled electronically via electronic method described in 1- 02. 9 if an electronic Bid Proposal was submitted, and
2.
The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and
3.
The revised or supplemented Bid Proposal ( if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. Special Provisions South Toutle Road Headwall Project No. 1851
Page 26
If the Bidder' s request to withdraw, revise, or supplement its Bid Proposal is received before the time
set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to the Bidder. The Bidder must then submit the revised or supplemented package in its entirety. If the Bidder does not submit a revised or supplemented package before the time set for receipt of Bid Proposals, then its bid shall be considered withdrawn.
Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting
and returned
Agency
unopened.
Requests
to withdraw,
revise,
or supplement
a Bid
Proposal may be submitted by the following methods: 1.
In person, or
2.
Ina sealed
3.
By facsimile to the following FAX
4.
By e- mail
envelope
to the
labeled
the same as for the Proposal, number: ***
following e- mail address: ***
or
360- 636- 0845 ***,
or
publicworks@cowlitzwa.
gov .
1- 02. 12 Public Opening of Proposal Section 1- 02. 12 is supplemented with the following: Date Of Opening Bids Sealed bids are to be received at the following location prior to the time specified in the CALL FOR BIDS: Cowlitz County Department of Public Works Attn: County Engineer 1600— 13th Avenue S Kelso WA
98626
1- 02. 13
Irregular Proposals
November
21, 2025
APWA GSP)
Delete this section and replace it with the following: 1.
A Proposal will be considered irregular and will be rejected if: a.
b.
The Bidder is not prequalified when so required; The Bidder adds provisions reserving the right to reject or accept the Award, or enter into the Contract;
C.
d. e.
A price per unit cannot be determined from the Bid Proposal; The Proposal form is not properly executed; The Bidderfails to submit or properly complete a subcontractor list as required in Section 1- 02. 6;
f.
The Bidder fails to submit the Bidder Questionnaire, if applicable, as required by Section 1- 02. 6, or if the documentation
that is submitted fails to meet the requirements of the
Special Provisions; or g.
The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms
of the Bid invitation. Special Provisions South Toutle Road Headwall Project No. 1851
Page 27
2.
A Proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced ( either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; C. The authorized Proposal Form furnished by the Contracting Agency is not used or is altered; d.
The completed Proposal form contains unauthorized additions, deletions, alternate Bids, or conditions;
e.
Receipt of Addenda is not acknowledged;
f.
A member of a joint venture or partnership and the joint venture or partnership submit
g.
1- 02. 14
Proposals
for the
If Proposal
form entries
same
project ( in such
an
instance,
are not made
in ink.
both
Bids may be rejected);
or
Disqualification of Bidders
May 17, 2018 APWA GSP, Option A)
Delete this section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria
in RCW 39. 04. 350( 1), as amended.
The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39. 04. 350( 1). To assess bidder responsibility, the Contracting Agency reserves the right to request documentation as needed from the Bidder and third parties concerning the Bidder' s compliance with the mandatory bidder responsibility criteria. If the Contracting Agency determines the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39. 04. 350( 1) and is therefore not a responsible Bidder, the Contracting Agency shall notify the
Bidder in writing,
with
appeal
the
reasons
for its determination.
determination
If the Bidder disagrees with this
business days of the Contracting Agency' s determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing determination,
its
it
may
final determination.
the
If the final determination
within
two (
2)
affirms that the Bidder is not responsible,
the
Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency' s final determination.
1- 03
1- 03. 1
AWARD
AND EXECUTION
OF CONTRACT
Consideration of Bids
December
30, 2022
APWA GSP)
Revise the first paragraph to read: Special Provisions South Toutle Road Headwall Project No. 1851
Page 28
After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder' s unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/ or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond.
1- 03. 1( 1)
Identical Bid Totals
February 17, 2026 APWA GSP) Revise this section to read:
After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the tie- breaker will be the Bidder that proposed to use the highest percentage of recycled materials in the Project, per the form submitted with the Bid Proposal, if required. If those percentages are also exactly equal or if the form was not required, then the tie- breaker will be determined by drawing as follows: Two or more slips of paper will be marked as follows: one marked " Winner" and the other( s) marked " unsuccessful". The slips will be folded to make the marking unseen. The slips will be placed inside a box. One authorized representative of each Bidder shall draw a slip from the box. Bidders shall draw in alphabetical order by the name of the firm. The slips shall be unfolded and the firm with the slip marked " Winner" will be determined to be the successful Bidder and eligible for Award of the Contract. Only those Bidders who submitted a Bid total that is exactly equal to the lowest responsive Bid, and with a proposed recycled materials percentage that is exactly equal to the highest proposed recycled materials amount, are eligible to draw.
1- 03. 3
Execution of Contract
February 17, 2026 APWA GSP, Option A) Revise this section
to read:
Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. Within ***
10 ***
calendar days after the award date, the successful
Bidder shall return the signed
Contracting Agency- prepared Contract, an insurance certification as required by Section 1- 07. 18, a satisfactory bond as required by law and Section 1- 03. 4, the Transfer of Coverage form for the Construction Stormwater General Permit with sections I, III, and VIII completed when provided. Before execution of the Contract by the Contracting Agency, the successful Bidder shall provide, if required, any of the following: pre- Award information required by the Contracting Agency as listed under Section 1- 02. 15, proof of licensure for electrical, HVAC, or plumbing subcontractors. If the Prime Contractor lists themselves as performing electrical, HVAC, or plumbing they are required to submit proof of licensure prior to execution. Special Provisions South Toutle Road Headwall Project No. 1851
Page 29
Until the Contracting Agency executes a Contract, no Proposal shall bind the Contracting Agency nor shall any Work begin within the project limits or within Contracting Agency-furnished sites. The Contractor shall bear all risks for any Work begun outside such areas and for any materials ordered before the Contract is executed by the Contracting Agency. If the Bidder experiences circumstances beyond their control that prevents return of the Contract documents within the calendar days after the Award date stated above, the Contracting Agency may grant up to a maximum of *** 10 *** additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it.
1- 03. 4
Contract Bond
July 23, 2015 APWA GSP)
Delete the first paragraph and replace it with the following: The successful bidder shall provide executed payment and performance bond( s) for the full contract amount. The bond may be a combined payment and performance bond; or be separate payment and performance bonds. In the case of separate payment and performance bonds, each shall be for the full contract 1. 2.
amount.
The bond( s) shall:
Be on Contracting Agency- furnished form( s); Be signed by an approved surety (or sureties) that: a.
Is registered with the Washington State Insurance Commissioner, and
b.
Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner,
3.
Guarantee
that
the
Contractor
will
perform
and
comply
with
all
obligations,
duties,
and
conditions under the Contract, including but not limited to the duty and obligation to indemnify, defend, and protect the Contracting Agency against all losses and claims related directly or indirectly from any failure: a.
Of the Contractor ( or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform and comply with all contract obligations, conditions, and duties, or
b.
Of the Contractor ( or the subcontractors or lower tier subcontractors of the Contractor) to
pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work; 4.
Be conditioned upon the payment of taxes, increases, and penalties incurred on the project under titles 50, 51, and 82 RCW;
5.
and
Be accompanied by a power of attorney for the Surety' s officer empowered to sign the bond; and
6.
Be signed by an officer of the Contractor empowered to sign official statements ( sole proprietor partner). If the Contractor is a corporation, the bond( s) must be signed by the president or vice president, unless accompanied by written proof of the authority of the individual signing or
Special Provisions South Toutle Road Headwall Project No. 1851
Page 30
the bond( s) to bind the corporation ( i. e., corporate resolution, power of attorney, or a letter to such effect signed by the president or vice president). 1- 03. 7
Judicial
December
Review
30, 2022
APWA GSP)
Revise this section to read:
All decisions made by the Contracting Agency regarding the Award and execution of the Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36. 01. 050 shall control venue and jurisdiction.
1- 04
SCOPE OF THE WORK
1- 04. 2
Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda
December
30, 2022
APWA GSP)
Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence e. g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1.
Addenda,
2.
Proposal Form,
3.
Special Provisions,
4.
Contract
5.
Standard Specifications,
6.
Contracting Agency' s Standard
7.
WSDOT Standard Plans for Road, Bridge, and Municipal Construction.
Plans,
of Contract
Plans
or
Details ( if any), and
The Contractor shall provide any work or materials clearly implied in the contract even if the contract documents do not mention it specifically. If the contract documents use words that are not defined therein but have a commonly accepted technical or trade meaning, the words shall be understood in accordance with that meaning. Interpretation
1- 04. 4
Documents.
Changes
January 19, 2022 APWA GSP)
The first two sentences of the last paragraph of Section 1- 04. 4 are deleted.
Special Provisions South Toutle Road Headwall Project No. 1851
Page 31
1- 05
CONTROL
OF WORK
1- 05. 1 Authority of The Engineer Section 1- 05. 1 is supplemented with the following:
Additional
Directions
from
Engineer.
If the Engineer determines that the provisions in the contract documents are not sufficiently clear to permit the Contractor to proceed with the work, the Engineer shall, either on his own or upon written request from the Contractor, furnish such additional written
directions as he deems appropriate. When the Contractor makes such a request, it must do so in writing and must allow ample time to permit the Engineer to review the request and prepare any additional directions before the Contractor begins any work affected by the request. Any additional directions issued by the Engineer shall not be inconsistent with the contract documents and shall have the same force and effect as if contained in the contract documents.
1- 05. 3 Plans and Working Drawings Section 1- 05. 3 is supplemented with the following: Shop Drawings,
The Contractor shall submit five copies of all shop drawings and samples to the Engineer for review and approval in accordance with the schedule of shop drawing submissions approved at the Pre- Construction Conference. Contractor shall check and verify all field measurements prior to submitting shop drawings to Engineer for review and approval, shop drawings shall have been checked by and stamped with the approval of the Contractor and identified as the Engineer may require. The data shown on the Shop Drawings will be complete with respect to dimensions, design criteria, material
or construction
and like information
to enable the Engineer to review the information
as
required.
At the time of each submission, the Contractor shall, in writing, call the Engineer' s attention to any deviations that the Shop Drawings or Samples may have from the requirements of the Contract Documents.
The Engineer will review and approve with reasonable promptness shop drawings and samples, but the Engineer' s review and approval shall be only for conformance with the design concept of the Project and for compliance with the information given in the Contact Documents and shall not extend to means, methods, sequences, techniques or procedures of construction or to safety precautions or programs incident thereto.
The review and approval of a separate item as such will not indicate approval of the
in which
functions.
The Contractor shall make any corrections required by the Engineer and shall return the required number of corrected copies of shop drawing and resubmit new samples for review and approval. The Contractor shall direct specific attention, in writing, to revisions other than the corrections called for by the Engineer on previous submittals. The Contractor' s stamp of approval on any shop drawings or samples shall constitute a representation to Owner and Engineer that Contractor has either determined and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, and similar data or assumes full responsibility for doing so, and that the Contractor has reviewed or coordinated each shop drawing or sample with the requirements of the assembly
the
item
work and the Contract Documents.
Special Provisions South Toutle Road Headwall Project No. 1851
Page 32
Where a shop drawing or sample is required by the Specifications, no related work shall be commenced until the submittal has been reviewed and approved by the Engineer. The Engineer' s review and approval of shop drawings or samples shall not relieve the Contractor from responsibility for any deviations from the Contract Documents unless the Contractor has, in writing, called the Engineer' s attention to such deviation at the time of submission and the Engineer has given written concurrence and approval to the specific deviation, nor shall any concurrence or approval by the Engineer relieve the Contractor from responsibility for errors or omissions in the shop drawings. The following is a list of products and materials for which the Contractor shall submit shop drawings or samples. The list may not be inclusive and is subject to revision by the Engineer and Owner. 1.)
Waler
beam
cuts and holes
2.)
Timber cribbing cuts and holes
3.)
Spiralnails
4.)
Facing Mat
1- 05. 4 Conformity With And Deviations From Plans And Stakes Section 1- 05. 4 is supplemented with the following:
The Contracting Agency will provide construction surveying following a written request by the Contractor. The Contractor shall prepare the project site as necessary to accommodate the survey operations. This includes clearing and grubbing, and any excavation or placement of fill materials necessary for the stakes to be placed at the correct elevations. If the Contracting Agency' s survey personnel arrive at the project site and the site has not been adequately prepared for the specific surveying
task,
the
survey request
will be denied and returned
to
the
Contractor.
The Contracting
Agency will not provide the requested surveying services until a new request has been submitted by the Contractor.
The Contractor shall provide sufficient, safe and adequate space for the surveyors to set points and elevations and shall use caution whenever it is necessary to have equipment working at the same time and the same vicinity as the Contracting Agency' s survey personnel. If the Engineer determines that sufficient, safe and adequate space is not provided, then survey personnel may be withdrawn until corrective action is taken by the Contractor to the satisfaction of the Engineer. The Contractor shall assume full responsibility for the interpretation and measurements from the stakes, hubs or marks. If the Contractor notices any discrepancies in line or grade, the Contractor shall bring them to the immediate attention of the Engineer, prior to constructing the affected work
Special Provisions South Toutle Road Headwall Project No. 1851
Page 33
1- 05. 4 Conformity With and Deviations from Plans and Stakes Supplement this section with the following:
Contractor
Surveying-
Structure
The Contracting Agency has provided primary survey control in the Plans. The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of bridges, noise walls, retaining walls, buried structures, and marine structures. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor' s responsibility. The Contractor shall inform the Engineer when monuments are discovered that were not identified in
the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans " DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractor' s expense.
Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day' s record shall be provided to the Engineer within three working days after the end of the shift.
The meaning of words and terms used in this provision shall be as listed in " Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work by the Contractor shall include but not be limited to the following: 1.
Verify the primary horizontal and vertical control furnished by the Contracting Agency and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the Contracting Agency. The description shall include coordinates and elevations of all secondary control points.
2.
Establish spiralnail points
3.
Establish facing mat points
The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. The Contractor shall submit the computed elevations at the top of bridge decks as a Type 2 Working Drawing. To compute top of bridge deck elevations, elevations shall be taken at the tenth points along the centerline of each girder web from center-to- center of bearing. For girders exceeding 100 feet in length, the elevations shall be taken at equivalent intervals not to exceed 10 feet. Special Provisions South Toutle Road Headwall Project No. 1851
Page 34
The Contractor shall ensure a surveying accuracy within the following tolerances: Vertical
Horizontal
1.
Stationing
on
structures
0. 02 feet
2.
Alignment
on
structures
0. 02 feet
3.
Superstructure
elevations
0. 01 feet
variation from plan elevation 4.
0. 02 feet
Substructure
variation from
Plan grades. Buried structures shall be within the tolerances described in Section 6- 20. 3.
The Contracting Agency may spot- check the Contractor' s surveying. These spot- checks will not change the requirements for normal checking by the Contractor. When staking the following items, the Contractor shall perform independent checks from different secondary control to ensure that the points staked for these items are within the specified survey accuracy tolerances:
Piles Shafts Footings Columns
The Contractor shall calculate coordinates for the points associated with piles, shafts, footings and columns. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the survey work. The Contracting Agency will require up to seven calendar days from the date the data is received to issuing approval. Contract work to be performed using contractor- provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Payment
Payment will be made for the following bid item when included in the proposal: Structure
Surveying",
lump sum
lump sum. for " Structure
shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts.
The
contract
price
Surveying"
Special Provisions South Toutle Road Headwall Project No. 1851
Page 35
1- 05. 7
Removal of Defective and Unauthorized Work
1- 05. 7
Nonconforming Work February 17, 2026 APWA GSP)
Supplement this section with the following: The rights exercised under the provisions of this Section shall not diminish the Contracting Agency' s right to pursue any other avenue for additional remedy or damages with respect to the Contractor' s failure to perform the Work as required. The Engineer has the right to reject all or part of the Nonconforming
Work, and the Engineer' s decision is final and not subject to protest.
No additional contract time or compensation will be allowed when the Contracting Agency exercises their rights provided by this Section. 1- 05. 7( 1)
Identification of Nonconforming Work Replace this section with the following: The Contractor is responsible for quality control and shall identify all Nonconforming Work. The Contracting Agency may also identify Nonconforming Work. However, failure by the Contracting Agency to identify Nonconforming Work shall not relieve the Contractor from their responsibility for the quality of the Work, nor shall it constitute acceptance or approval of the Nonconforming Work.
1- 05. 7( 2)
Reporting of Nonconforming Work Replace this section with the following: The Contractor shall immediately report all Nonconforming Work to the Engineer and shall include any relevant information known for suggested remediation of Nonconforming Work. When
the
Contracting
Agency
identifies
Nonconforming
Work,
the Engineer
will
notify
the
Contractor in writing specifying a time when a remedy must be complete. If the Contractor fails to remedy Nonconforming Work within the time specified in a written notice from the Engineer, or fails to perform any part of the Work required by the Contract Documents, the Engineer may correct and remedy such Work as may be identified in the written notice. 1- 05. 7( 3)
Remediation of Nonconforming Work Supplement this section with the following: The Contractor shall be responsible and bear all costs for remediating Nonconforming Work. If the Contracting Agency remedies Nonconforming Work after the specified time when a remedy was to be completed,
by any means deemed necessary,
direct and indirect costs incurred by the
Contracting Agency attributable to correcting and remedying Nonconforming
Work not corrected
by the time provided in the notice, or Work the Contractor failed or refused to perform, shall be Special Provisions South
Toutle
Road
Headwall
Project
Page 36 No.
1851
paid by the Contractor. If the Contractor fails to comply with a written order to remedy what the Engineer determines to an situation, emergency the Engineer may have the Nonconforming Work corrected immediately, have the Work removed and replaced, or have Work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause risk of loss or damage to the public. be
When costs are incurred by the Contracting Agency, payment will be deducted by the Engineer from monies due, or to become due, to the Contractor. Such direct and indirect costs shall include
in particular, but without limitation, compensation for additional professional services required, and
compensation
for
removal,
repair,
replacement
and/ or
correction
of
the
Contractor'
s
Nonconforming Work. 1- 05. 11
Final
Inspection
Delete this section and replace it with the following: 1- 05. 11 Final Inspections and Operational Testing October 1, 2005 APWA GSP)
1- 05. 11( 1)
Substantial
Completion
Date
When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor' s request
shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of
completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons, therefore.
Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work.
The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection.
Special Provisions South Toutle Road Headwall Project No. 1851
Page 37
1- 05. 11( 2)
Final Inspection and Physical Completion Date
When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the
Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected.
If action
to correct
the listed
deficiencies
is not initiated
within
7 days after receipt
of the written
notice
listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1- 05. 7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable
to the exercise
of the Engineer' s right hereunder.
Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract but shall not imply acceptance of the work or that all the obligations
1- 05. 11( 3)
of the Contractor
under the contract
have been fulfilled.
Operational Testing
It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore, when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing, they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer' s guaranties or warranties furnished under the terms of the contract.
Special Provisions South Toutle Road Headwall Project No. 1851
Page 38
1- 05. 13
Superintendents,
Labor and Equipment of Contractor
August 14, 2013 APWA GSP)
Delete the sixth and seventh paragraphs of this section. Add the following new section: 1- 05. 16
Water and Power
October 1, 2005 APWA GSP)
The Contractor shall make necessary arrangements and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. 1- 06
CONTROL
1- 06. 6
OF MATERIAL
Recycled Materials
January 4, 2016 APWA GSP)
Delete this section, including its subsections, and replace it with the following: The Contractor shall make their best effort to utilize recycled materials in the construction of the project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications.
Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9- 03. 21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials ( e. g. utilization of on- site material and aggregates from concrete returned to the supplier). The Contractor' s report shall be provided on DOT form 350- 075 Recycled Materials Reporting.
1- 07
LEGAL RELATIONS
1- 07. 1
AND RESPONSIBILITIES
TO THE PUBLIC
Laws To Be Observed
Section 1- 07. 1 is supplemented with the following: October 1, 2005 APWA GSP)
Supplement this section with the following:
In cases of conflict between different safety regulations, the more stringent regulation shall apply. The
Washington
administrative
State
Department
of Labor
and
Industries
agency responsible for the administration
shall
be
the
sole
and
of the provisions of the Washington
paramount Industrial
Safety and Health Act of 1973 ( WISHA).
Special Provisions South
Toutle
Road
Headwall
Project
Page 39 No.
1851
The Contractor shall maintain at the project site office, or other well- known place at the project site, all articles necessaryfor providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor' s care, including
persons,
employees,
who
may have been injured
on
the
project
site.
Employees should not
be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor' s care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor' s plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work.
This
requirement
shall
apply
continuously,
and
not
be
limited
to
normal
working
hours.
The
required or implied duty of the Engineer to conduct construction review of the Contractor' s performance does not, and shall not, be intended to include review and adequacy of the Contractor' s safety measures in, on, or near the project site. 1- 07. 2
State Sales Tax
Delete this section, including its sub- sections, in its entirety and replace it with the following: 1- 07. 2
State Sales Tax
June 27, 2011 APWA GSP)
The Washington State Department of Revenue has issued special rules on the State sales tax. Sections through
1- 07. 2( 1)
1- 07. 2( 3)
are
meant
to
clarify
those
rules.
The Contractor
should
contact the
Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor- paid taxes in the unit bid prices or other contract amounts. In
some
cases,
however,
state
retail
sales
tax
will
not
be included.
Section 1- 07. 2( 2) describes this
exception.
The Contracting Agency will pay the retained percentage ( or release the Contract Bond if a FHWAfunded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract- related taxes have been paid ( RCW 60. 28. 051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not.
Any amount so deducted will be paid into the proper State fund. 1- 07. 2( 1)
State Sales Tax — Rule 171
WAC 458- 20- 171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which
are
used primarily
for foot
or
vehicular
traffic.
This includes storm or combined
sewer
systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, Special Provisions South Toutle Road Headwall Project No. 1851
Page 40
including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1- 07. 2( 2)
State Sales Tax — Rule 170
WAC 458- 20- 170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction roads, of streets, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation.
For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales contract on the full The Contracting Agency will automatically add this sales tax to each price.
tax
to the Contractor.
payment
For this reason,
the Contractor
shall
not include
the retail
sales tax in the
unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other
contract
1- 07. 2( 3)
amount.
Services
The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services ( as defined in Washington State Department of Revenue Rules 138 and 244).
1- 07. 7 Load Limits
Section 1- 07. 7 is supplemented with the following: March
13, 1995)
If the sources of materials provided by the Contractor necessitates hauling over roads other than State Highways, the Contractor shall, at the Contractor' s expense, make all arrangements for the use of the haul routes.
1- 07. 8 High- Visibility Apparel 1- 07. 8( 1) Traffic
Control
Personnel
Section 1- 07. 8( 1) is revised to read: September
16, 2025)
All personnel performing the Work described in Section 2- 04 ( including traffic control supervisors, flaggers, and others performing traffic control labor of any kind) shall comply with the following:
Special Provisions South Toutle Road Headwall Project No. 1851
Page 41
1.
During daylight hours with clear visibility, workers shall wear a high- visibility ANSI/ ISEA 107 Type R Class 2 or 3 garment with background material that are fluorescent yellow- green, fluorescent orange- red, or fluorescent red in color; and a high visibility hardhat that is white, yellow, yellow- green, orange, or red in color; and
2.
During hours of darkness(%
hour after sunrise) or other low- visibility fog, etc.), workers shall wear a high- visibility ANSI/ ISEA 107 Type R Class 2 or 3 garment with background material that are fluorescent yellow-green, fluorescent orange- red, or fluorescent red in color; a high- visibility lower garment meeting ANSI/ ISEA 107 Class E, and a high visibility hardhat marked with at least 12 square inches of retroreflective material applied to provide 360 degrees of visibility. conditions (
1- 07. 13
snow,
Contractor' s Responsibility for Work
1- 07. 13( 4) Section
hour before sunset to%
Repair of Damage
1- 07. 13( 4) is revised
to read:
The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the
Engineer.
For damage
qualifying
for
relief
under
Sections
1- 07. 13( 1),
1- 07. 13( 2)
or 1- 07. 13( 3),
payment will be made in accordance with Section 1- 04.4. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work.
1- 07. 14 Responsibility for Damage Section 1- 07. 14 is supplemented with the following: Indemnification.
understood
to
References include
the
in Standard Specification Contractor'
s
1- 07. 14 to the
subcontractors.
The
agents"
shall be
responsibilities
under
Contractor'
Contractor'
s
s"
Standard Specification 1- 07. 14 shall survive the termination or completion of the contract.
Utilities and Similar Facilities
Section 1- 07. 17 is supplemented with the following: April 2, 2007)
Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor' s convenience: Power:
Cowlitz Public Utility District 961 12th Avenue Longview,
Washington
98632
360) 577- 7546 Special Provisions South Toutle Road Headwall Project No. 1851
Page 42
Telephone:
Lumen Technologies
4501 NE Minnehaha St, Bldg II Vancouver,
WA 98661
564) 888- 2024
Water/ Sewer:
Cowlitz County Public Works ( includes Leachate Pipeline) 1600— 13th Avenue South Kelso,
Washington
98625
360) 577- 3030
Cable:
Comcast
6916 NE 40th Street Vancouver, WA 98661 360) 891- 3204**
The above are all the utilities known by the County to be within the location of the planned excavation or project area. With respect to any utilities other than those identified above, which are not known to the County, the Contractor shall bear full responsibility. Additionally, the Contractor shall take all steps required to comply with RCW Chapter 19. 122. Once marked by the owner of the underground facility, the Contractor is responsible for maintaining the markings, per RCW 19. 122. 030.
1- 07. 18 Public Liability and Property Damage Insurance
Delete this section in its entirety, and replace it with the following: 1- 07. 18
Insurance
February 17, 2026 APWA GSP) 1- 07. 18( 1) General Requirements A.
The Contractor shall procure and maintain the insurance described in all subsections of section 1- 07. 18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VII and licensed to do business in the State of Washington. The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer' s financial condition.
B.
The Contractor shall keep this insurance in force without interruption from the commencement Special Provisions South Toutle Road Headwall Project No. 1851
Page 43
of the Contractor' s Work through the term of the Contract and for thirty ( 30) days after the Physical Completion date, unless otherwise indicated below.
C. If any insurance policy is written on a claims- made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made and state the retroactive date. Claims- made form coverage
shall be maintained by the Contractor for a minimum of 36 months following the Completion Date or earlier termination of this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period (" tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D.
The Contractor' s Automobile Liability, Commercial General Liability and Excess or Umbrella Liability insurance policies shall be primary and non- contributory insurance as respects the Contracting Agency' s insurance, self- insurance, or self- insured pool coverage. Any insurance, self- insurance, or self- insured pool coverage maintained by the Contracting Agency shall be excess
of the Contractor'
s insurance
and shall
not contribute
with it.
E. The Contractor shall provide the Contracting Agency and all additional insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. F. The Contractor shall not begin Work under the Contract until the required insurance has been
obtained and approved by the Contracting Agency. G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency.
H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. I.
Under no circumstances shall a wrap up policy be obtained, for either initiating or maintaining coverage, to satisfy insurance requirements for any policy required under this Section. A " wrap up policy" is defined as an insurance agreement or arrangement under which all the parties working on a specified or designated project are insured under one policy for liability arising out of that specified or designated project.
Special Provisions South Toutle Road Headwall Project No. 1851
Page 44
1- 07. 18( 2) Additional Insured
All insurance policies, with the exception of Workers Compensation, and of Professional Liability and Builder' s Risk ( if required by this Contract) shall name the following listed entities as additional insured( s) using the forms or endorsements required herein: the Contracting Agency and its officers, elected officials, employees, agents, and volunteers The above- listed entities shall be additional insured( s) for the full available limits of liability maintained by the Contractor, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whetherthe Certificate of Insurance provided by the Contractor pursuant to 1- 07. 18( 4) describes limits lower than those maintained by the Contractor. For Commercial General Liability insurance coverage, the required additional insured endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations.
1- 07. 18( 3)
Subcontractors
The Contractor shall cause each subcontractor of every tier to provide insurance coverage that complies with all applicable requirements of the Contractor- provided insurance as set forth herein, except the Contractor shall have sole responsibility for determining the limits of coverage required to be obtained by subcontractors. The Contractor shall ensure that all subcontractors of every tier add all entities listed in 1- 07. 18( 2) as additional insureds, and provide proof of such on the policies as required by that section as detailed in 1- 07. 18( 2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations.
Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency evidence of insurance and copies of the additional insured endorsements of each subcontractor of every tier as required in 1- 07. 18( 4) Verification of Coverage.
1- 07. 18( 4) Verification of Coverage
The Contractor shall deliver to the Contracting Agency a Certificate( s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the Work. Failure of Contracting Agency to demand such verification of coverage with these insurance requirements or failure of Contracting Agency to identify a deficiency from the insurance documentation provided shall not be construed as a waiver of Contractor' s obligation to maintain
such insurance.
Verification of coverage shall include:
1.
An ACORD certificate or a form determined by the Contracting Agency to be equivalent.
2.
Copies of all endorsements naming Contracting Agency and all other entities listed in 1- 07. 18( 2) as additional insured( s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement.
Special Provisions South Toutle Road Headwall Project No. 1851
Page 45
3.
Any other amendatory endorsements to show the coverage required herein.
4.
A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these requirements—
5.
actual endorsements must be submitted.
All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against the Contracting Agency, its elected or appointed officers, agents, officials, employees, and volunteers or shall specifically allow the Contractor or others providing insurance evidence in compliance with these Specifications to waive their right of subrogation
prior to a loss. The Contractor hereby waives its own right of subrogation against the Contracting Agency and shall require similar written express waivers and insurance clauses from each of its subcontractors.
Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a full and certified
copy of the insurance
policy( s).
If Builders Risk insurance is required on this Project, a full
and certified copy of that policy is required when the Contractor delivers the signed Contract for the Work.
1- 07. 18( 5) Coverages and Limits The
insurance
maintenance
shall
provide
of insurance,
the
minimum
coverages
its scope of coverage,
and
limits
and limits as required
set
forth
herein
below.
Contractor' s
shall not be construed
to
limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the Contracting Agency' s recourse to any remedy available at law or in equity. All deductibles and self- insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible or self- insured retention shall be the responsibility of the Contractor. In the event an additional insured incurs a liability subject to any policy' s deductibles or self- insured retention, said deductibles or self- insured retention shall be the responsibility of the Contractor. 1- 07. 18( 5) A Commercial General Liability Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop gap liability, independent contractors, products- completed operations, personal and advertising injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising from explosion, collapse or underground property damage. The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor' s completed operations for at least three years following Substantial Completion of the Work. Such policy must provide the following minimum limits: 2, 000, 000
Each Occurrence
3, 000, 000
General Aggregate Special Provisions South Toutle Road Headwall Project No. 1851
Page 46
3, 000, 000
Products & Completed Operations Aggregate
2, 000, 000
Personal &
Advertising Injury each offence
2, 000, 000
Stop Gap/
Employers' Liability each accident
1- 07. 18( 5) B Automobile Liability
Automobile Liability shall cover owned, non- owned, hired, and leased vehicles; and shall be written on a coverage form at least as broad as ISO form CA 00 01. If the Work involves the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements. Such policy must provide the following minimum limit: Combined
1, 000, 000
1- 07. 18( 5) C Workers'
single
limit each accident
Compensation
The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington.
1- 07. 18( 5) K December
Professional Liability
30, 2022
APWA GSP)
and/ or
and/ or its design consultant providing construction management, value engineering, or any other design- related non- construction professional services shall provide evidence of Professional Liability insurance covering professional errors and omissions.
The
Contractor
its
subcontractor(
s)
Such policy shall provide the following minimum limits: 1, 000, 000
per claim and annual aggregate
If the scope of such design- related professional services includes work related to pollution conditions, the Professional Liability insurance shall include coverage for Environmental Professional Liability. If insurance is on a claims- made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract.
1- 07. 24
Rights of Way
April 22, 2025 APWA GSP)
Delete this section and replace it with the following: Street Right of Way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor' s construction activities shall be confined within these limits unless arrangements
for use of private property are made as described below. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor' s attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public Right of Way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by Special Provisions South Toutle Road Headwall Project No. 1851
Page 47
the
Contracting Agency
from the
owner
of the private
property.
Copies of the easement agreements
may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement
is available
or
that the
right
of entry has been received.
If
the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours' notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration
of the
property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established.
1- 08 PROSECUTION
AND PROGRESS
Add the following new section: 1- 08. 0
Preliminary
Matters
May 25, 2006 APWA GSP)
Add the following new section:
1- 08. 0( 1)
Preconstruction
Conference
October 21, 2025 APWA GSP)
Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1.
To review the initial progress schedule;
2.
To establish a working understanding among the various parties associated or affected by the work; Special Provisions South Toutle Road Headwall Project No. 1851
Page 48
3.
To establish and review procedures for progress payment, notifications, approvals, submittals, etc.;
4.
To review Training or Apprenticeship
5.
To discuss FSBE Goals when applicable.
6.
To establish normal working hours for the work;
7.
To review safety standards and traffic control; and
8.
To discuss such other related items as may be pertinent to the work.
Plans, when applicable.
The Contractor shall prepare and submit at the preconstruction conference the following: 1.
A breakdown of all lump sum items;
2.
A preliminary schedule of working drawing submittals; and
3.
A list of material sources for approval if applicable.
Add the following new section: 1- 08. 0( 2) Hours of Work
February 17, 2026 APWA GSP)
Except in the case of emergency or unless otherwise approved by the Engineer, the normal working 7 am**. for the Contract shall be any consecutive 8- hour period between *** and *** 7 pm***.
hours
Monday***
through ***
Friday***,
exclusive of a lunch break. If the Contractor desires different
than the normal working hours stated above, the request must be submitted in writing prior to the preconstruction conference, subject to the provisions below. The working hours for the Contract shall be established at or prior to the preconstruction conference.
All working hours and days are also subject to local permit and ordinance conditions ( such as noise ordinances).
If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the Engineer for consideration. This request shall state what hours are being requested, and why. Requests shall be submitted for
review
no
later than ***
3 days***
prior to the
day( s) the Contractor is requesting to change the hours. If the Contracting Agency approves such a deviation, such approval may be subject to certain other conditions, which will be detailed in writing. For example: 1.
On non- Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight- time costs for Contracting Agency representatives who worked during such times. ( The Engineer may require designated representatives to be present during the Work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency' s material testing lab; inspectors; and other Contracting Agency employees or third party consultants when, in the opinion of the Engineer, such Work necessitates their presence.)
Special Provisions South Toutle Road Headwall Project No. 1851
Page 49
2.
Considering the Work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time.
3.
Considering multiple work shifts as multiple working days with respect to contract time even though the multiple shifts occur in a single 24- hour period.
4.
If a 4- 10 work schedule is requested and approved the non- working day for the week will be charged as a working day.
If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded properly on certified payroll.
1- 08. 0( 3)
Reimbursement for Overtime Work of Contracting Agency Employees
Where the Contractor elects to work on a Saturday, Sunday, or holiday, or longer than an 8- hour work shift on a regular working day, as defined in the Standard Specifications, such work shall be considered as overtime work. On all such overtime work an inspector will be present, and a survey crew may be at the discretion required of the Engineer. In such case, the Contracting Agency may deduct from amounts
due or to become
due to the Contractor
for the costs
in excess
of the straight- time
costs for
employees of the Contracting Agency required to work overtime hours. The Contractor by these specifications does hereby authorize the Engineer to deduct such costs from the amount
due or to become
due to the Contractor.
1- 08. 1 Subcontracting
Section 1- 08. 1 is supplemented with the following:
The Contractor
shall
ensure
that
each
subcontractor (
in any tier)
agrees
in writing
to: ( a)
perform its
work in strict compliance with these contract documents; and ( b) defend, indemnify, and hold harmless Cowlitz County ( and its officials, employees, and agents) from claims and liabilities arising from the subcontractor' s acts and omissions, to the same extent provided in Standard Specification 1- 07. 14 for the Contractor. Upon request, the Contractor will promptly provide the Engineer with a copy of any subcontract.
The Contractor shall include the language of this section in each of its first tier subcontracts, and shall require
each of its subcontractors
subcontracts,
adjusting
only
as
to include
necessary
the same
the terms
language
of this section
used for the contracting
parties.
in each of their Upon request of
the Owner, the Contractor shall promptly provide documentation to the Owner demonstrating that the subcontractor meets the subcontractor responsibility criteria below. The requirements of this section apply to all subcontractors regardless of tier. At the time of subcontract execution, the Contractor shall verify that each of its first tier subcontractors meets the following bidder responsibility criteria: Special Provisions South Toutle Road Headwall Project No. 1851
Page 50
1.
Have a current certificate of registration
in compliance with chapter 18. 27 RCW, which must
have been in effect at the time of subcontract bid submittal;
2.
Have a current Washington Unified Business Identifier ( UBI) number;
3.
If applicable, have:
a.
Have
Industrial
Insurance (
workers'
compensation)
coverage
for the
subcontractor' s
employees working in Washington, as required in Title 51 RCW; b.
A Washington Employment Security Department number, as required in Title 50 RCW;
c.
A Washington
Department
of Revenue
state
excise
tax registration
number,
as required
in
Title 82 RCW;
4.
d.
An electrical contractor license, if required by Chapter 19. 28 RCW;
e.
An elevator contractor license, if required by Chapter 70. 87 RCW.
Not be disqualified from bidding on any public works contract under RCW 39. 06. 010 or 39. 12. 065 ( 3).
1- 08. 1( 7) A Payment Reporting ( November 25, 2024 APWA GSP
Delete this section and replace it with the following: 1- 08. 1( 7) A
VACANT
1- 08. 1( 8) B Clauses Required in Subcontracts of All Tiers November
25, 2024
APWA GSP)
Delete item 8 of the second paragraph of Section 1- 08. 1( 8) B.
1- 08. 1( 9)
Submittal of Executed Subcontracts
April 22, 2025 APWA GSP, Option 8)
Section 1- 08. 1( 9) content and title are deleted and replaced with the following: Vacant
1- 08. 3
Progress
Schedule.
Add the following to Section 1- 08. 3:
Special Provisions South Toutle Road Headwall Project No. 1851
Page 51
A critical path schedule shall be submitted by the Contractor for review and approval by the Engineer prior to the preconstruction meeting. Work shall not begin until the critical path schedule is approved. Any deviation from the approved critical path must be submitted to the Engineer with a modified critical path schedule two ( 2) working days prior to the proposed deviation. Approval must be received from the Engineer prior to proceeding with the deviation. Costs for the critical path schedule shall be included in the bid items of this contract and will not be paid for individually. Section 1- 08. 5 is supplemented with the following: March 13, 1995) This
project shall
be physically
completed
within ***
30 ***
working days.
1- 08. 9 Liquidated Damages
February 17, 2026 APWA GSP, Option 8)
Revise the second and third paragraphs to read: Accordingly, the Contractor agrees: 1.
To pay( according to the following formula) liquidated damages for each working day beyond the number of working days established for Physical Completion, and
2. 2.
To authorize the Engineer to deduct these liquidated damages from any money due or coming due to the Contractor.
Liquidated
Damages
Formula
LD= 0. 15C/ T
Where:
LD =
liquidated damages per working day ( rounded to the nearest dollar)
C=
original Contract amount
T=
original time for Physical Completion
When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine the Contract Work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion
Date of all the Contract Work. The Contractor shall complete the
remaining Work as promptly as possible. Upon request by the Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. Special Provisions South Toutle Road Headwall Project No. 1851
Page 52
1- 09
MEASUREMENT
AND PAYMENT
1- 09. 2( 5)
Measurement
December
30, 2022
APWA GSP)
Revise the first paragraph to read: Scale Verification
At the Engineer' s discretion, the Engineer may perform verification checks on the accuracy of each batch, hopper, or platform scale used in weighing contract items of Work. Checks —
1- 09. 6 Force Account December
30, 2022
APWA
GSP)
Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor' s total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by the Engineer. 1- 09. 9 Payments
February 17, 2026 APWA GSP, Option B)
Delete the fourth paragraph and replace it with the following: Progress payments for completed Work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference.
The initial progress estimate will be made not later than 30 days after the Contractor commences the Work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the Work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the Final Payment.
The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of Work completed multiplied by the unit price. 2.
Lump
Sum
breakdown
Items for
in
that
the
Bid
item,
Form —
based
absent
such
or
on the approved a
breakdown,
Contractor' s lump sum
based
on
the
Engineer'
determination.
Special Provisions South
Toutle
Road
Headwall
Project
Page 53 No.
1851
s
Hand —
3.
100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer.
4.
Change
Materials
on
Orders —
entitlement
for approved
extra
cost
or completed
extra
Work
as
determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. 2. 3.
1- 09. 9( 1),
on non FHWA- funded projects; The amount of Progress Payments previously made; and Funds withheld by the Contracting Agency for disbursement Retainage
per Section
in accordance
with the
Contract Documents.
Progress payments for Work performed shall not be evidence of acceptable performance or an by the Contracting Agency that any Work has been satisfactorily completed. The determination of payments under the Contract will be final in accordance with Section 1- 05. 1. admission
The sixth paragraph of Section 1- 09. 9 is deleted. July 8, 2024 APWA GSP, Option A)
Supplement this section with the following: Lump sum item breakdowns are not required when the bid price for the lump sum item is less than 20, 000.
Section 1- 09. 9 is supplemented with the following:
Partial Payments.
Partial payments shall be made once each month, based on estimates prepared by The Contractor shall prepare a document detailing work and labor performed and material furnished during each calendar month, and shall deliver the document to the Engineer by the fifth day of the following month. The documentation shall be in a format prescribed by the Engineer. If the Contractor' s documentation is timely submitted, the County Auditor will issue a warrant payable to the Contractor on the last working day of the month, based on the estimate prepared by the Engineer. the
Engineer.
1- 09. 11( 3)
Time Limitation and Jurisdiction
December
30, 2022
APWA GSP)
Revise this section to read:
For the convenience of the parties to the Contract it is mutually agreed by the parties that all claims or causes of action which the Contractor has against the Contracting Agency arising from the Contract shall be brought within 180 calendar days from the date of final acceptance ( Section 1- 05. 12) of the Contract
by the Contracting Agency; and it is further agreed that all such claims or causes of action shall be brought only in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36. 01. 050 shall control venue and Special Provisions South Toutle Road Headwall Project No. 1851
Page 54
jurisdiction. The parties understand and agree that the Contractor' s failure to bring suit within the time period provided, shall be a complete bar to all such claims or causes of action. It is further mutually agreed by the parties that when claims or causes of action which the Contractor asserts against the Contracting Agency arising from the Contract are filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to all records deemed necessary by the Contracting Agency to assist in evaluating the claims or action. 1- 09. 13( 3) A
Arbitration General
January 19, 2022 APWA GSP)
Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency' s headquarters is located, provided that where claims subject to arbitration are asserted against a county, RCW 36. 01. 050 shall control venue and jurisdiction of the Superior Court. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator
shall use the Contract
as a basis for decisions.
1- 09. 13( 4) Venue for Litigation December 30, 2022
APWA GSP)
Revise this section to read:
Litigation shall be brought in the Superior Court of the county in which the Contracting Agency' s headquarters is located, provided that where claims are asserted against a county, RCW 36. 01. 050 shall control venue and jurisdiction of the Superior Court. It is mutually agreed by the parties that when litigation occurs, the Contractor shall permit the Contracting Agency to have timely access to all records deemed necessary by the Contracting Agency to assist in evaluating the claims or action.
Special Provisions South Toutle Road Headwall Project No. 1851
Page 55
DIVISION 2 TEMPORARY
2- 01
FEATURES
Mobilization
February 17, 2026 APWA GSP)
Delete Section 2- 01 and replace it with the following: 2- 01. 1 Description
This Work consists of operations and preparatory Work necessary to become ready to perform the Work or an item of Work.
2- 01. 3 Construction
Requirements
Mobilization consists of preconstruction expenses and the costs of preparatory Work and operations performed by the Contractor typically occurring before 10 percent of the total original amount of an individual Bid Schedule
is earned from other Contract
items
on
that
Bid Schedule.
Items which are not
to be included in the item of Mobilization include but are not limited to:
1. Portions of the Work covered by the specific Contract item or incidental Work which is to be included
in a Contract
item or items.
2. Profit, interest on borrowed money, overhead, or management costs. 3. Costs incurred for mobilizing equipment for force account Work. 2- 01. 5
Payment
Payment will be by lump sum as " Mobilization". Based on the
1.
2.
3.
lump sum Contract
price for " Mobilization",
partial payments will be made as follows:
When 5 percent of the total original Bid Schedule amount is earned from other Contract items on that original Bid Schedule, excluding amounts paid for materials on hand, 50 percent of the Bid Item for mobilization on that original Bid Schedule, 5 percent of the total of that original Bid Schedule, or 5 percent of the total original Contract amount, whichever is the least, will be paid. When 10 percent of the total original Bid Schedule amount is earned from other Contract items on that original Bid Schedule, excluding amounts paid for materials on hand, 100 percent of the Bid Item for mobilization on that original Bid Schedule, 10 percent of the total of that original Bid Schedule, or 10 percent of the total original Contract amount, whichever is the least, will be paid. When the Substantial Completion Date has been established for the project, payment of any remaining amount Bid for mobilization will be paid.
Nothing herein shall be construed to limit or preclude partial payments otherwise provided by the Contract. Special Provisions South Toutle Road Headwall Project No. 1851
Page 56
2- 03 Public Convenience And Safety 2- 03. 3( 1)
Construction
Under Traffic
The second paragraph of Section 2- 03. 3( 1) is supplemented with the following:
The Contractor
travel through
shall limit
the
project.
immediately begin to take
action
the
delay to the public, to a maximum of *** 20 *** minutes, during delay becomes greater than *** 20 *** minutes, the Contractor shall
total
If the
to cease
the
operations
that
are
causing
the
delays. If the ***
20 ***
minute delay limit has been exceeded, as determined by the Engineer, the Contractor shall provide to proposal to revise his work operations to meet the *** 20 *** minute limit. This proposal shall be approved by the Engineer prior to resuming any work requiring traffic control.
the Engineer, a written
2- 04
Temporary Traffic Control
2- 04. 2 Materials Construction Section
Signs
9- 35. 2 is revised
to read:
January 5, 2026) Construction signs shall conform to the requirements of the MUTCD and shall meet the requirements
of NCHRP Report 350 for Category 2 devices or MASH. Except as noted below, any sign/ sign stand combination
that satisfies
these
requirements
will
be acceptable.
Post
mounted
Class
A construction
signs shall conform to the requirements of this section and additionally shall conform to the requirements stated in Section 9- 28.
Aluminum sheeting shall be used to fabricate all construction signs. The signs shall have a minimum thickness of 0. 080 inches and a maximum thickness of 0. 125 inches.
All construction signs shall be fabricated with reflective sheeting in accordance with Section 9- 28. 12. All post mounted signs shall use a nylon washer between the twist fasteners ( screw heads, bolts or nuts) and the reflective sheeting. The use of plywood, fiberglass reinforced plastic, fabric rollup signs, and any other previously approved sign materials except aluminum or aluminum composite is prohibited. All Class A and Class B signs shall utilize materials and be fabricated in accordance with Section 9- 28 and the Washington State Sign Fabrication Manual M 55- 05. A fabrication decal as stated in Section 9- 28. 1 is not required for construction signs.
Barricades
Section 9- 35. 6 is revised to read:
January 5, 2026)
Barricades shall conform to the requirements of the MUTCD. The alternating orange and white reflective bands shall be fabricated with reflective sheeting in accordance with Section 9- 28. 12.
Special Provisions South Toutle Road Headwall Project No. 1851
Page 57
Traffic Safety Drums
The third and fourth paragraphs of Section 9- 35. 7 are revised to read: January 5, 2026)
Until December 31, 2026, traffic safety drums may have 4- inch or 6- inch reflective bands fabricated from Type III or Type IV or higher sheeting type as described in Section 9- 28. 12. Beginning January 1, 2027, traffic safety drums shall have 6- inch reflective bands. A minimum of 4 reflective horizontal bands, alternating fluorescent orange and white starting with the top stripe being fluorescent orange, shall be used. Reflective bands shall be fabricated from Type IV or higher( reflective sheeting
as
described
in
Section
9- 28. 12.
Drums
of different
reflective
band
types
shall
not
be
intermixed within the same closure. When recommended by the manufacturer, drums shall be treated to ensure proper adhesion of the reflective sheeting. Traffic Cones
The last paragraph of Section 9- 35. 9 is revised to read: January 5, 2026)
White reflective bands shall be fabricated with reflective sheeting in accordance with Section 9- 28. 12 Tubular Markers
The last paragraph of Section 9- 35. 10 is revised to read: January 5, 2026)
White reflective bands shall be fabricated with reflective sheeting in accordance with Section 9- 28. 12. When recommended by the manufacturer, tubular markers shall be treated to ensure proper adhesion of the reflective sheeting. 42- Inch Tall Channelizing Devices
The third and fourth paragraphs of Section 9- 35. 13 are revised to read: January 5, 2026) Until December 31, 2026, 42- inch tall channelization devices may have 4- inch or 6- inch reflective bands fabricated from Type III or Type IV or higher sheeting type as described in Section 9- 28. 12. Beginning January 1, 2027, 42- inch tall channelization devices shall have 6- inch reflective bands. A minimum of 4 reflective horizontal bands, alternating fluorescent orange and white starting with the top stripe being fluorescent orange, shall be used. Reflective bands shall be fabricated from Type IV or higher IV ( reflective sheeting as described in Section 9- 28. 12. 42- inch tall channelization devices of different reflective band types shall not be intermixed within the same closure. When recommended by the manufacturer, 42- inch tall channelization devices shall be treated to ensure proper adhesion of the reflective
sheeting.
2- 04. 3 Construction
Requirements
2- 04. 3( 1) B Traffic Control Supervisor ( TCS
2- 04. 3(( 1) B is supplemented with the following: March 9, 2026) Special Provisions South Toutle Road Headwall Project No. 1851
Page 58
The Traffic Control Supervisor shall be certified by one of the following: The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100
Fredericksburg, Virginia 22406- 1022 Training Dept. Toll Free ( 877) 642- 4637 Phone: ( 540) 368- 1701
https://atssa.com/trainin https: Hatssa. com/ training g Evergreen Safety Council 12545 135t" Ave. NE Kirkland,
WA 98034- 8709
1- 800- 521- 0778
https://www.esc.or https:// www. esc. org g/ Integrity Safety 13912 NE 20th Ave.
Vancouver, WA 98686 360) 574- 6071
https://www.integritysafety.co https:// www. integritysafety. com m/ K& D Services Inc. 2719 Rockefeller Everett,
Ave.
WA 98201
800) 343- 4049
https:// www. kndservices. net https://www.kndservices.n et/
The Northwest Laborers- Employers Training Trust 27055 Ohio Ave. Kingston,
WA 98346
360) 297- 3035 https:// www. nwlett. edu https://www.nwlett.ed u/
Trafficorp
5077 N Bldg Center Drive Coeur
d' Alene,
ID 83815
208) 665- 4683
https://trafficorp.com/contacthttps: Htrafficorp. com/ contact- us/ us/ US Safety Alliance 904) 705- 5660 https:// www. ussafetyalliance. com https://www.ussafetyalliance.c om/
2- 04. 3( 6))
Traffic Control
2- 04. 3( 6) A Construction
Devices
Signs
The first paragraph of Section 2- 04. 3( 6) A is revised to read as follows:
Special Provisions South Toutle Road Headwall Project No. 1851
Page 59
All
by the approved traffic control plan( s) as well as any other appropriate signs prescribed by the Engineer shall be furnished by the Contractor. The Contractor shall provide the posts or supports and erect and maintain the signs in a clean, neat, and presentable condition until the necessity for them has ceased. When the need for these signs has ceased, the Contractor, upon approval of the Engineer, shall remove all signs, posts, and supports from the project and they shall remain the property of the Contractor. There shall be no intermixing of signs with non- fluorescent orange reflective sign sheeting and signs with fluorescent orange reflective sign sheeting on the same signpost. signs
required
The fifth paragraph of Section 2- 04. 3( 6) A is supplemented with the following: The Contractor shall furnish, install, and remove all construction signs and all cones, barricades, flashers,
and other traffic control devices of a temporary and portable nature. signs and other traffic control
The Contractor shall maintain all
devices.
MOTORCYCLES USE EXTREME CAUTION" signs per W21- 1701 of the WSDOT Sign Fabrication Manual shall be supplied by the Contractor if there will be grooved pavement, abrupt lane edges, steel plates or gravel-or-earth surfaced roadways within the project limits. The Contractor shall include the signs in the Traffic Control Plan and install the signs in advance of the work zone and maintain the signs for as long as the above conditions are present. These signs are in addition to any other signs stating the condition of the roadway. MOTORCYCLES USE EXTREME CAUTION" signs shall be considered Class 8 signs.
The seventh paragraph of Section 2- 04. 3( 6) A is revised to read as follows: Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the Engineer deems to be unacceptable while their use is required on the project, shall be replaced by the Contractor without additional
compensation.
Special Provisions South
Toutle
Road
Headwall
Project
Page 60 No.
1851
BID ITEMS
BID ITEM
1: MISCELLANEOUS
CONSTRUCTION
This bid item shall be accomplished in accordance with the Plans and Standard Specification Section 109. 6, except as modified below.
1- 09. 6
Force Account
Insert the following paragraph before the first paragraph of Section 1- 09. 6, which begins " The terms of the contract or of a change order may call...": The Miscellaneous
Construction
bid item has been included for any additional
Engineer that is not required by the original contract.
work directed
by the
The amount indicated in the proposal for this bid
bid amount.
The actual amount paid under this bid item may vary from no payment to the full amount of the bid item. item
is to provide
a
common
Add the following to Section 1- 09. 6: In lieu of the preceding prescribed method of determining payment for force account work, payment may be made at unit prices or lump sum prices agreed to by the Engineer and the Contractor, prior to beginning the Miscellaneous Construction work.
BID ITEM
2: STRUCTURE
SURVEYING
This bid item shall be accomplished in accordance with the Plans, Standard Specification Section 1- 05. 4 and the Special Provisions for Section 1- 05. 4.
BID ITEM 3: MOBILIZATION This bid item shall
be accomplished
in accordance
with the Plans and Standard
Specification
Section
2-
Specification
Sections
1-
01.
BID ITEM 4: PROJECT TEMPORARY TRAFFIC CONTROL
This bid item shall be accomplished
in accordance
with the Plans and Standard
07 and 2- 04 and the Special Provisions for Section 2- 04.
BID ITEM 5: CLEARING
AND GRUBBING
This bid item shall be accomplished in accordance with the Plans and Standard Specification Section 301 except as modified below:
3- 01. 1
Description
Special Provisions South
Toutle
Road
Headwall
Project
Page 61 No.
1851
paragraph one the following: Delete
of Section 3- 01. 1, which
begins " The Contractor shall
clear..."
and replace with
The Contractor shall clear, grub, and clean the entire limits of clearing within the project area, unless otherwise noted or specified. The Contractor shall also clear, grub and clean areas designated to receive fill materials, as specified herein. Existing trees outside the limits of clearing and specific improvements marked on the plans as remaining shall be protected from damage. paragraph two of Section with the following: Delete
3- 01. 1 which
begins "
Clearing"
means
removing
and..."
and
replace
Clearing" means removing and disposing of all unwanted material from the surface, as determined by the Engineer, such as trees, brush, vines, down timber, lumber, concrete, miscellaneous trash, and other.
3- 01. 2
Disposal
of Usable
Material
and Debris
Add the following to Section 3- 01. 2:
No waste site has been provided by the County for this project. 3- 01. 5
Payment
Add the following to the third paragraph of Section 3- 01. 5 which begins " the unit Contract price per acre...":
It has been calculated that there are approximately 0. 14 acres of Clearing and Grubbing required for this project. This value has been provided for the purposes of bidding only. No adjustment to this lump sum bid item will be made.
BID ITEM 6: EROSION
CONTROL
AND WATER POLLUTION
PREVENTION
This bid item shall be accomplished in accordance with the Plans and Standard Specification Section 801.
BID ITEM 7: POTHOLING
Section 8- 19 is replaced with the following:
8- 19 POTHOLING 8- 19. 1 Description
Special Provisions South Toutle Road Headwall Project No. 1851
Page 62
This work shall include all work to perform potholing, including all coordination. 8- 19. 3 Construction
Requirements
After underground utilities have been marked and before excavation, the areas to pothole will be determined by the Contracting Agency in coordination with the Contractor. The quantity noted in the bid schedule is estimated. The final quantity of potholes will be determined by the Contracting Agency. Potholes shall be backfilled with controlled density fill and restored to grade. 8- 19. 4 Measurement
Potholing" will be measured per each. 8- 19. 5 Payment
Potholing", per each. Payment includes all work to restore the area potholed to an identical surface
and provide a pothole report. BID ITEM 8: SPIRALNAIL BID ITEM 9: FACING
MAT
BID ITEM 10: WALER BEAM BID ITEM 11: TIMBER
CRIBBING
These bid items shall be accomplished in accordance with the Plans and Special Provision for section 8-
26, provided below:
Section 8- 26 is replaced with the following:
8- 26 HILFIKER
8- 26. 1
SPIRALNAILS
FOR SLOPE STABILIZATION
Description
This Work consists of stabilizing slope using Hilfiker spiralnails and facing mats in accordance with these Specifications and the details shown in the Plans and in conformity with the lines and dimensions shown in the Plans or specified by the Engineer.
8- 26. 2
Materials
Spiralnails, flange, and washer plates shall be manufactured by Hilfiker. The Contractor shall make his/ her own arrangements to purchase all Spiralnail materials, including spiralnails, and all necessary incidentals
from
Hilfiker
Retaining
Walls,
1902
Hilfiker
Lane,
Eureka,
CA
95503- 5711,
Telephone
707/ 443- 5093. Materials shall meet the requirements below:
8- 26. 2( 1)
Spiralnails
Contractor shall use the following material type: Hilfiker 2. 0" Diam. Schedule 80 pipe H. D. 20- ft long as described below:
Special Provisions South
Toutle
Road
Headwall
Project
Page 63 No.
1851
Spiralnails shall be formed with a 90- degree twist at every foot. The Spiralnail shall be made from 2" 80 pipe, Grade B ( minimum tensile stress 60 ksi, minimum yield stress 35 ksi), conforming to schedule the minimum requirements of ASTM A- 53; or 2" tubing, Grade B with an average wall thickness of 0. 218" minimum tensile strength of 58 ksi, minimum yield strength of 46 ksi), conforming to the minimum requirements of ASTM A 500- 03a.
Description 2" Schedule 2"
Tubing,
average
Requirement 80 Pipe Grade B
Min. Tensile Stress
Min. Yield Stress
ASTM A53
60 KSI
35 KSI
ASTM A500- 03A
58 KSI
46 KSI
wall
thickness of 0. 218")
8- 26. 2( 2)
Facing Mats
Contractor shall use the following material type: Hilfiker 5' x16' galvanized Facing Mat W3xW4 2" x4" Spacing Wire mesh for facing shall be shop fabricated of cold drawn steel wire and shall be welded into the finished mesh fabric conforming
to the
minimum
requirements
of ASTM A- 1064 ( AASHTO
M- 32 &
M-
Fabric for the Spiralnail Wall System shall conform to only one of the following coating treatments: galvanized, or( B) hot dip galvanized ( 2. 0 oz./ SF, ASTM A- 123 [ AASHTO M- 111]; 605 g/ m2 Any damage done to the mesh galvanization prior to installation shall be repaired in an acceptable manner and in a galvanized coating comparable to that provided. Hardware cloth shall meet the
55).
A) commercial
minimum requirements of ASTM A- 740.
Description
Requirement
Welded Wire Fabric
ASTM A1064
Flange and Washer Plate
8- 26. 2( 3)
Contractor shall use the following material type: Hilfiker%"
Flange
8" x8" H. D. 3" Hole Bearing Plate
and
washer
plates
yield strength
minimum
shall be
Description
Steel Plate
8- 26. 2( 4)
made
from %"
of 36 ksi), conforming
Requirement
steel plates ( minimum tensile strength of 58 ksi,
to ASTM A- 36. Min. Tensile Stress
ASTM A- 36
58 KSI
Min. Yield Stress 36 KSI
Timber Structures
Material shall be pressure- treated Douglas- fir larch, select structural grade and conform to WSDOT Standard Specification Section 9- 09.
Special Provisions South Toutle Road Headwall Project No. 1851
Page 64
8- 26. 3
Construction
Requirements
8- 26. 3( 1)
Spiralnails and facing Mats The Contractor shall verify the locations of spiralnails and facing mats prior to installing. The Contractor shall install spiralnails and facing mats of the type shown in the Plans and in conformance with the layout shown in the Plan. The spiralnail hammer characteristics shall conform to Appendix C.
Driving or installation of the Spiralnails shall be in accordance with the special equipment requirements, steps and processes established by Hilfiker. The Spiralnail Installer shall coordinate the proper fitting and matching of the special equipment components, satisfactorily with the Spiralnail Engineer or Engineers representative before proceeding with driving/ assembly of the soil anchor elements and setting the Spiralnail Wall system. The centerline of the Spiralnails, as shown in the contract Plans, shall not be more than 3- degrees from
indicated plan inclination angle and not more than 1- foot from the plan location, unless directed otherwise by the Engineer to avoid obstructions. If a Spiralnail encounters soils where it cannot be driven further ( reaches refusal), the Spiral nail shall have extra length removed by sawing/ cutting, etc. and the flange attachment installed as directed by the Hilfiker Engineer. Refusal is defined as the Spiralnail not being driven more than an inch in 2 minutes of hammering. When refusal occurs, this spiralnails additional shall be placed to mitigate unexpected loss of design strength. It is recommended
that
a spiralnail
of equal
size,
of the
refused
spiralnail,
be angled
or splayed
such
to
attempt to miss the object of refusal. The mitigating spiralnail can be placed as much as one foot from the refused Spiralnail and splayed or inclined as much as 35° in any direction to avoid further potential refusal.
8- 26. 3( 2)
Testing
The contractor shall perform spiralnail load testing according to the designer' s recommendations. The load test procedure shall conform to Appendix D. 8- 26. 3( 3)
Waler Beam and Timber Cribbing
At the Work site, the Contractor shall store all timber and lumber in piles. Weeds and rubbish under and around these piles shall have been removed before the lumber is stacked. Treated timber shall be:
1. Cut, framed, and bored ( whenever possible) before treatment; 2. Close stacked and piled to prevent warping; 3. Covered against the weather if the Engineer requires it;
4. Handled carefully to avoid sudden drops, broken outer fibers, and surface penetration or bruising with tools; and 5. Lifted and moved with rope or chain slings ( without use of cant dogs, peaveys, hooks, or pike poles).
Special Provisions South Toutle Road Headwall Project No. 1851
Page 65
8- 26. 4
Measurement
Measurement of Spiralnails will be per each for the completed spiralnail. Measurement of Facing Mat will be per square yard. Timber waler beam and cribbing will be measured by the linear foot of the installed length. 8- 26. 5
Payment
Spiralnail",
per each. Payment includes all costs associated with work necessary to furnish and install the spiralnails, hammer rental, tester rental, testing, flange and washer plates. per square yard. Payment includes all costs associated with work necessary to furnish and place and install matting. Wafer Beam", lump sum. Payment includes all costs associated with work necessary to furnish holes for spiralnail. Facing
Mat",
lump sum. Payment includes all costs associated with work necessary to furnish holes for spiralnail. Timber
Cribbing",
January 5, 2026) Standard
Plans
The Washington State Department of Transportation Standard Plans M21- 01, published September 2024, is made a part of this Contract with the following revisions: A- 10. 30 RISER RING
detail ( Including SECTION
view
and RISER RING DIMENSIONS
table):
The RISER RING detail
is deleted from the plan. INSTALLATION detail, SECTION The + 1/ 4" installation
A: The " 1/ 4""
is shown
in the Section
callout
is revised to read "+/-
1/ 4" ( SEE CONTRACT—
Note:
A view)"
A- 40. 20
Sheet 1, NOTES 1, 2, 3, and 4 are replaced with the following: 1.
inch joint details for bridges with expansion length less than 100 feet and for bridges with L type abutments. Use the 1 inch joint details for other applications.
2.
Use detail 5, 6, 7 on steel trusses and timber bridges with concrete bridge deck panels.
3.
For details 1, 2, 3, and 4, the item " HMA Joint Seal at Bridge End" shall be used for payment.
Use the%
For details 5 and
6, the item " HMA Joint Seal at Bridge Deck Panel Joint"
payment. For detail 7,
the
item " Clean
and Seal Bridge
Deck Panel Joint"
shall be used for shall be used for
payment. Special Provisions South Toutle Road Headwall Project No. 1851
Page 66
Sheet 2, Detail
8 reference to " 6- 09. 3( 6)"
is revised
to read " 6- 21. 3( 7)".
A- 50. 40 Sheet
1, Plan View: The callout " BEAM
24 ( SEE
STANDARD
TRANSITION
PLAN
SECTION
GUARDRAIL
C- 25. 20 OR C- 25. 30)"
TYPE 31 TRANSITION is revised
TYPE 21, 24, OR 25 ( SEE STANDARD
to
read "
SECTION BEAM
TYPE 21 OR TYPE
GUARDRAIL
TYPE
31
PLAN C- 25. 20, C- 25. 30, OR C- 25. 32)"
A- 60. 40 Note 2
reference
is revised to read " 6- 21. 3( 7)".
to " 6- 09. 3( 6)"
B- 55. 20 General
Note 3 reference
to " 2- 09. 4" is revised
to read " 3- 07. 4".
B- 90. 40 Valve Detail — DELETED
C- 20. 41
Box Culvert guardrail steel posts are not needed for fill depths greater than read; " Box culvert guardrail steel posts are not needed for fill depths greater than 46 inches. Provide 6- inches or greater of separation between the bottom of the guardrail post and top of the culvert" BOX CULVERT POST ASSEMBLY, ELEVATION VIEW, post assembly length dimension " 41" MIN. 72" Note 4, First Sentence, " is revised
40 inches."
MAX."
is revised
to read; "
A, base material
SECTION
MIN. 46"
9"
to
41"
MIN. 78"
MAX."
depth dimension - "
9"
MIN. 40"
MAX. ( SEE NOTE 4)" is revised to read:
MAX. ( SEE NOTE 4)"
C20- 43
Box culvert guardrail steel posts are not needed for fill depths greater than read: " Box culvert guardrail steel posts are not needed for fill depths greater than 46 inches. Provide 6- inches or greater separation between the bottom of guardrail post and top of culvert." Note 4, First Sentence: "
40 inches."
is revised
Add a
KEY NOTE 4 - " IT IS PERMISSIBLE
new
to
AND TWO — 1"
DIAM. WASHERS
BOX CULVERT
POST &
41" MIN. 72" MAX." SECTION 9"
A, base
MIN. 46"
Section
1" (
DIAM.
ROD WITH
TWO
NUTS
PER STD. SPEC. SECTION 9- 06. 5( 4) IN LIEU OF A HEX HEAD BOLT."
is revised
material
depth
to read: "
41"
dimension - "
MIN. 78" 9"
MAX."
MIN. 40"
MAX. ( SEE NOTE 4)"
is revised
to read:
MAX. ( SEE NOTE 4)" IN)
DIAM. HEX HEAD
BOLT ( ASTM A 307, GR. A) W/ NUT &
PER STD. SPEC. SECTION 9- 06. 5( 1) — SEE NOTE 1",
IN) DIAM. HEX HEAD BOLT ( ASTM A 307, GR. A) W/ NUT&
SPEC. SECTION
9- 06. 5( 1) — SEE KEY NOTES
Elevation View, Weld symbol — callout, Symbol) "
ANCHOR
BASE PLATE ASSEMBLY, ELEVATION VIEW, post assembly length dimension
A, callout — " 1" (
WASHERS
TO USE A 1"
is revised
2 — 1"
DIAM.
to read:
TWO— 1" DIAM.
WASHERS
PER STD.
1 AND 4"
See ( key Note Symbol) " 4"
is revised to read: See ( key Note
3"
Special Provisions South
Toutle
Road
Headwall
Project
Page 67 No.
1851
C- 23. 70 Sheet 2, ANCHOR
BRACKET ASSEMBLY
DETAIL, dimension, "
R. 5/ 16"
is revised
to read;
R. 15/ 16"
1/ 4" is revised to read; 3/ 16"
ANCHOR PLATE DETAIL, weld callout ( fillet),
C- 60. 20 Sheet 1, Plan
view,
callout - "
1/ 2" ( IN) DIAMETER X 6 1/ 2" ( IN) LONG
SPEC.
SECT. 9- 06. 5( 4) ( TYPICAL) ( SEE
LONG
ANCHOR BOLT-
NOTE
PER STD. SPEC. SECT.
7)"
is revised
read: "
to
ANCHOR BOLT -
5/ 8"
DIAMETER
x
PER STD.
6 1/ 2" ( IN)
9- 06. 5( 4) ( TYPICAL) ( SEE NOTE 7)"
C- 70. 15 BARRIER CONNECTION
DETAIL, callout-"
CENTER GRID IN CONNECTION
WITH TYPE 3 GROUT ( STD. SPECIFICATION SPECIFICATION AND
FILL
SECTION
VOID
ACCORDANCE
WITH
6- 20. 3( 20)" GROUT
SECTION
is revised
TYPE
to read " CENTER
3 ( STD.
WITH STD. SPECIFICATION
9- 20. 3( 3) PLACED GRID
SPECIFICATION
SECTION
BLOCKOUT AND FILL VOID
IN ACCORDANCE
WITH STD.
IN CONNECTION
BLOCKOUT
SECTION
9- 20. 3( 3)
PLACED
IN
6- 02. 3( 20)"
C81. 10 Sheet
1, TYPICAL
SECTION -
TRAFFIC
BARRIER
R4 #
6 bar on the traffic face may be placed 4" down from the top of the barrier to allow additional room to install BP railing or other attachments. the
The R4 bar shall be kept tight to the front R2 bar.
Sheet 4, the existing table " IMPACT SHEAR AND IMPACT MOMENT TABLE" is renamed to " IMPACT SHEAR
AND MOMENT 4,
TABLE
DECK OVERHANG
AND CONNECTIONS"
keynote
25 is still applicable.
is added: "
following 3. Deck overhangs for this use constitute plain reinforced concrete typically around 8" in thickness, non- prestressed moment slabs or approach slabs, or plain reinforced and longitudinally prestressed box girders which employ a topping slab. Other Supporting Structure Systems inclusive of post- tensioned decks, walls, and or Structure Sheet
NOTES,
Note
the
segments tied together without a topping slab, with the ties in the barrier resistance
load path,
shall use the impact shear and moments for other supporting structures." Sheet 4, the following table is added with a keynote 25. IMPACT SHEAR AND MOMENT TABLE OTHER SUPPORTING
STRUCTURES
Interior Segment
Roadway at Curb
and Fill Height 0
Line ( in)
End Segment
Length ( ft)
Impact Moment
kip* ft/ ft) Impact Shear ( kip/ ft)
F
12
6
End Segment 24
18
0
6
12
18
24
10. 0
10. 5
11. 2
11. 7
12. 5
0
0
5
5
0
19. 8
24. 1
28. 5
33. 1
37. 9
20. 8
25. 1
29. 6
34. 2
39. 0
6
2
5
6
7
0
7
5
7
4
7. 89
18. 04
8. 23
8. 44
8. 68
8. 27
8. 39
8. 54
8. 72
8. 92
Add
Note
C- 81. 15 Sheet
1, General
Notes,
7, to read;" 7.
The concrete
class for the moment
slab shall
be
class 4000 typically and class 4000A when the top of the slab is used as the roadway, or sidewalk, surface. The concrete class for the barrier is defined in Standard Specification Section 6- 10. 3."
Special Provisions South
Toutle
Road
Headwall
Project
Page 68 No.
1851
C- 85. 11 On Section B, the callout " 3" 3"
EXPANDED
EXPANDED
POLYSTYRENE
POLYSTYRENE
OR POLYETHYLENE
AROUND COLUMN ( TYP.)"
FOAM
AROUND
COLUMN (
is revised
to read
TYP.)"
D- 3. 09 Sheet 1, GEOSYNTHETIC SEE Standard
Plan
WALL WITH 2 FT TRAFFIC SURCHARGE
D- 3. 15
or
D- 3. 16"
is revised
read: "
to
detail,
BARRIER
callout—"
BARRIER
ON WALL
ON WALL — SEE CONTRACT
PLANS"
D- 3. 10 Sheet
1, Typical
DETAILS
ABOVE
Section, THE
callout — " FOR
MATCH
WITH SINGLE SLOPE TRAFFIC Sheet 1, Typical Section, ABOVE THE
MATCH
LINE
ON
BARRIER,
WALLS WITH
STANDARD
PLAN
SEE CONTRACT
callout — " FOR WALLS
PLAN
SHAPE TRAFFIC BARRIER, SEE CONTRACT
PLANS"
SLOPE TRAFFIC
D- 3. 15"
is revised
to
BARRIER. read; "
USE THE
FOR WALLS
PLANS"
WITH
LINE ON STANDARD
SINGLE
F- SHAPE TRAFFIC
D- 3. 16"
is revised
to
BARRIER. read; "
USE THE DETAILS
FOR WALLS
WITH
F-
D- 3. 11 Sheet
1,
Typical
PERMANENT to read; "
Sheet
callout — ""
Section,
CONTRACT
to
callout — " TYPICAL
read; " TYPICAL
BRIDGE
APPROACH
SLAB ( SEE
BRIDGE
PLANS)
OR
SLAB OR MOMENT SLAB ( SEE CONTRACT PLANS)
OR PERMANENT GEOSYNTHETIC
revised
B"
WALL BARRIER — SEE STANDARD PLANS D- 3. 15 OR D- 3. 16" is revised
BRIDGE APPROACH
1, Typical
PLANS) is
B"
Section,
GEOSYNTHETIC
BARRIER
BARRIER
ON
BRIDGE
APPROACH
WALL BARRIER— SEE STANDARD
PLANS
ON
OR
BRIDGE
APPROACH
SLAB
SLAB ( SEE
BRIDGE
D- 3. 15 OR D- 3. 16"
MOMENT
SLAB ( SEE
PLANS)
D- 10. 10 Note 7, " If Traffic Barriers are required, See Standard Plans D- 15. 10, D- 15. 20 and D- 15. 30" is revised
to read " Traffic Barriers shall not be structurally connected to the Reinforced Concrete Retaining Wall Type 1 and 1SW".
D- 10. 15 Note 7, " If Traffic Barriers are required, See Standard Plans D- 15. 10, D- 15. 20 and D- 15. 30" is revised
to read " Traffic Barriers shall not be structurally connected to the Reinforced Concrete Retaining Wall Type 2 and 2SW".
D- 10. 30
Wall Type 5 may be used in all cases. D- 10. 35
Wall Type 6 may be used in all cases. D- 10. 40 Note 5, " If Traffic Barriers are required, See Standard Plans D- 15. 10, D- 15. 20 and D- 15. 30" is revised
to read " Traffic Barriers shall not be structurally connected to the Reinforced Concrete Retaining Wall Type 7". Special Provisions South
Toutle
Road
Headwall
Project
Page 69 No.
1851
D- 10. 45 Note 5, " If Traffic Barriers are required, See Standard Plans D- 15. 10, D- 15. 20 and D- 15. 30" is revised
to read " Traffic Barriers shall not be structurally connected to the Reinforced Concrete Retaining Wall Type 8".
E- 20. 10
On Sheet 2, the reference to " 2- 09. 4" is revised to read " 3- 07. 4".
F- 10. 18 Note
1; "
Construct curb joints at cement concrete pavement transverse joint locations. If all adjacent pavement is HMA, see Standard Plan F- 30. 10 for Curb Expansion and Contraction Joint Spacing."
is revised
to read —" See Standard
Plan F- 30. 10 and Standard
Specification
Section
8- 04. 3
for Curb Expansion and Contraction Joint details and spacing." CURB 3 Detail, the diamond note 1 callout on the 6" dimension at the bottom left side of the detail, is revised
to be a diamond
note 2 callout.
F- 30. 10
All five instances
of the " 2. 0% MAX."
are
replaced with " 2. 1% MAX."
F- 40. 12 The
one
instance
of" 2. 0% MAX."
is replaced
with " 2. 1%
MAX."
Note 7 is replaced with the following: 7. The running
slope
of curb ramps shall not exceed 8. 3% maximum except as noted herein. If the
running slope creates a ramp that exceeds 15ft, see contract plans for details. Use a single constant slope from bottom of ramp to top of ramp to match into the landing. Do not include the abutting landing in the Curb Ramp length measurement. When a ramp is constructed on a radius, the Curb Ramp length is measured on the inside radius along the back of the walkway. 8. 3%
Section B is amended as follows: Delete: " 15'— 0" MAX. ( TYP.)"
Section C is amended as follows: Delete: " 15'— 0" MAX. ( TYP.)"
F- 40. 14 The one instance
of" 2. 0% MAX." is replaced with " 2. 1% MAX."
Note 7 is replaced with the following: 7. The running
slope
of curb
ramps
shall not exceed 8. 3% maximum except as noted herein. If the
running slope creates a ramp that exceeds 15ft, see contract plans for details. Use a single constant slope from bottom of ramp to top of ramp to match into the landing. Do not include the abutting landing in the Curb Ramp length measurement. When a ramp is constructed on a radius, the Curb Ramp length is measured on the inside radius along the back of the walkway. 8. 3%
Section A is amended as follows: Delete: " 15'— 0" MAX. ( TYP.)"
Section C is amended as follows: Delete: " 15' — 0" MAX. ( TYP.)"
Special Provisions South Toutle Road Headwall Project No. 1851
Page 70
F- 40. 15 The
one
of" 2. 0% MAX." is replaced with " 2. 1% MAX."
instance
Note 7 is replaced with the following: 7. The running
slope
of curb ramps
shall not exceed 8. 3% maximum except as noted herein. If the
8. 3%
running slope creates a ramp that exceeds 15ft, see contract plans for details. Use a single constant slope from bottom of ramp to top of ramp to match into the landing. Do not include the abutting landing in the Curb Ramp length measurement. Section A is amended as follows: Delete: " 15' — 0" MAX. ( TYP.)"
F- 40. 16 The one instance
of" 2. 0% MAX."
is replaced
with " 2. 1% MAX."
Note 8 is replaced with the following: 7. The running
slope
of curb ramps shall not exceed 8. 3% maximum except as noted herein. If the
running slope creates a ramp that exceeds 15ft, see contract plans for details. Use a single constant slope from bottom of ramp to top of ramp to match into the landing. Do not include the abutting landing in the Curb Ramp length measurement. 8. 3%
Section A is amended as follows: Delete: " 15' — 0" MAX. ( TYP.)"
Section B is amended as follows: Delete: " 15' — 0" MAX. ( TYP.)"
F- 80. 10 The
one
of" 2. 0% MAX."
instance
is replaced with " 2. 1%
MAX."
Note 6 is replaced with the following: The running
slope
of the Pedestrian Ramp shall not exceed 8. 3% maximum except as noted herein.
If the 8. 3%
running slope creates a ramp that exceeds 15ft, see contract plans for details. Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk. Section A is amended as follows: Delete: " 15"
Max."
J- 5. 50
General Note 4 reference to " 2- 09. 3( 1) E" is revised to read " 3- 07. 3( 1) E" General Note 5 reference to " 2- 09. 3( 1) E" is revised to read " 3- 07. 3( 1) E"
J- 10. 10 Sheet 4 of 6, " Foundation to read:
Sheet
7'—
3".
Size Reference Table",
Type 342LX/
NEMA P44= 5' — 10"
5 of 6, Plan View, " FOR EXAMPLE
TYPE B MOD. CABINET
AND 33x CABINET
PAD WIDTH
PAD SHOWN IS 6" ( IN)"
MOD. CABINET ( BACK OF ALL CHANNEL STEEL)
column,
is revised to read: HERE:, "
Type 33xD= 6' — 3"
is revised
6' — 10"
first bullet"
item, "- SPACE
BETWEEN
IS REVISED TO READ: " SPACE BETWEEN
AND 33x CABINET
IS 6" ( IN) ( CHANNEL
TYPE B
STEEL ADDS
ABOUT 5" ( IN)"
J- 10. 16
Key Note 1, Standard Plan J- 10. 30 revised to Standard Plan J- 10. 14
Special Provisions South Toutle Road Headwall Project No. 1851
Page 71
J- 10. 17
Key Note 1, Standard Plan J- 10. 30 revised to Standard Plan J- 10. 14 J- 10. 18
Key Note 1, Standard Plan J- 10. 30 revised to Standard Plan J- 10. 14 J- 15. 15
The reference to " 2- 09. 3( 1) E" is revised to read " 3- 07. 3( 1) E"
J- 20. 01 STANDARD revised
DIMENSIONS
to read; "
AND REFERENCES
TYPE
table,
FB, Standard
Height
column — "
15'- 0" " is
14'- 0" "
J- 20. 10 DELETED
J- 20. 11 DELETED
J- 20. 26 Add Note 1, "
1. One accessible pedestrian pushbutton station per pedestrian pushbutton post."
Add
Note
General
Accessible
2,
Pedestrian
read: "
to
Signs shown are for locations with pedestrian signal displays Accessible information device ( AID) pushbuttons signs not
Signals/ APS).
shown."
Revise View Titles ( Both Sheets) to read: "
ACCESSIBLE PEDESTRIAN PUSHBUTTON ASSEMBLY"
J- 20. 16 View A, callout,
was—
LOCK NIPPLE, is revised to read; CHASE NIPPLE
J- 21. 10 Sheet 1, Anchor Bolt Template,
callout; "
9" ( IN) BOLT CIRCLE"
is revised
9" ( IN) DIA. BOLT
to read: "
CIRCLE" Base Plate Detail,
callout; "
3/ 4" ( IN) STEEL PLATE WITH HOLE =
TO READ; " 3/ 4" ( IN) STEEL PLATE WITH HOLE = Flat Foundation
Detail — Elevation,
THREE REQ' D. PER ASSEMBLY"
callout; "
is revised
POLE BASE +
POLE BASE +
IS REVISED
1/ 16" ( IN)"
ANCHOR BOLTS — %" (
to read; "
1/ 6" ( IN)"
IN)
x
30" ( IN)
ANCHOR BOLTS— W ( IN)
x
FULL THREAD
30" ( IN) FULL THREAD
FOUR REQ' D. PER ASSEMBLY" Flat Foundation
Detail — Elevation, dimension; 4'— 0" is revised to read; " 4' — 0" ROUND OR 3' — 0"
SQUARE"
J- 21. 15 Partial
View, callout,
was—
LOCK NIPPLE — 1 %"
DIAM., is revised
to read;
CHASE
NIPPLE — 1 %" (
15'- 0" "
is revised
IN)
DIAM.
J- 21. 16 On both
elevation
views,
the overall
standard
height
dimension "
Special Provisions South
Toutle
Road
Headwall
Project
to read; "
14'- 0" Page 72
No.
1851
J- 26. 10
The reference to " 2- 09. 3( 1) E" is revised to read " 3- 07. 3( 1) E"
J- 27. 10
The reference to " 2- 09. 3( 1) E" is revised to read " 3- 07. 3( 1) E"
J- 28. 30 Note 13—" See Standard Plans C- 8b and C- 85. 14 for steel light standards on traffic barrier"
General is revised
See Standard Plan C- 85. 15 for steel light standards on traffic barrier."
to read; "
J- 29. 10
The reference to " 2- 09. 3( 1) E" is revised to read " 3- 07. 3( 1) E"
J- 40. 10 Sheet 2 of 2, Detail
F, callout, " 12 — 13
is revised
12— 13
to read; "
x
1 %"
x
1 %"
S. S. PENTA HEAD BOLT AND 12"
S. S. FLAT WASHER"
S. S. PENTA HEAD BOLT AND 1/ 2" ( IN) S. S. FLAT WASHER"
J- 40. 36 Note 1, second Finish
sentence; "
shall be#
Finish
2B for barrier
shall be#
2B for backbox
box and HRAP ( Hot Rolled
and#
4 for the
Annealed
cover."
and Pickled)
Is revised
to read;
for the cover.
J- 40. 37 Note 1, second
sentence; "
Finish shall be#
Finish shall be# 2B for backbox and#
4 for the
cover."
Is revised to read;
2B for barrier box and HRAP ( Hot Rolled Annealed and Pickled) for the cover.
J- 50. 15 Sheet 1, SECTION to read "
A, the call out " LOOP LEAD- IN WIRES, TWISTED PAIRS— MAX. 3 PAIRS"
LOOP LEAD- IN WIRES, TWISTED
is revised
PAIRS — MAX. 6 PAIRS"
General Note 1 reference to " 2- 09. 3( 1) E" is revised to read " 3- 07. 3( 1) E"
J- 75. 20 16, second bullet
Key Notes, note
end of the
point, was: " 1/ 2" ( IN) x 0. 45" ( IN) Stainless Steel Bands", add the
Alternate: Stainless steel cable with stainless steel ends, nuts, following bolts, and washers may be used in place of stainless steel bands and associated hardware." to the
note: "
J- 75. 55 Notes, Note Al, Revise
reference,
was — G- 90. 29,
should be— G- 90. 20.
K- 80. 32 Sheet 1, END VIEW, the callout
located
at the base
of barrier—" SEE NOTE 2" is revised to read: " SEE
NOTE 3" Sheet 2, WIRE
ROPE LOOP DETAIL, dimension ( overall length) — " SEE NOTE
1"
is revised to read:
SEE NOTE 2"
Special Provisions South Toutle Road Headwall Project No. 1851
Page 73
Sheet 2, Side View ( Right), callout - " LOOPS-
WIRE ROPE LOOPS -
SEE NOTE 1"
is revised
to read: "
WIRE ROPE
SEE NOTE 2"
L- 5. 10
Add
general Note 9 on sheet 1 - " 9. The top of wall in Section A on Sheet 1 shall be located as follows: 1) flush with the finished grade when placed within the deflection distance of the long span guardrail system ( Std. Plan C- 20. 40), 2) Two inches maximum above finished grade when placed behind a box culvert guardrail steel post system ( Std. Plan C- 20. 41 or C- 20. 43), 3) Six inches minimum for all other applications. The bottom rail shall be located at mid height between the top rail and the top of new
structure."
M- 20. 30 Wide Dotted
Lane Line Detail,
reference
below title, ( SEE NOTE 6) is revised
to read: ( SEE NOTE
5)
M- 40. 10 Guide Post Type -
Reflective
Sheeting Applications
Table,
remove
reference - "(
SEE NOTE 5)"
The
following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication approval date shown in the lower right- hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A- 10. 10- 00 ......... 8/ 7/ 07
A- 30. 35- 00 ..... 10/ 12/ 07
A- 50. 10- 02 ....... 7/ 18/ 24
A- 10. 20- 00 ....... 10/ 5/ 07
A- 40. 00- 01 .........
7/ 6/ 22
A- 50. 40- 01 ....... 8/ 17/ 21
A- 10. 30- 00 ....... 10/ 5/ 07
A- 40. 10- 04 ....... 7/ 31/ 19
A- 60. 10- 03 ..... 12/ 23/ 14
A- 20. 10- 00 ....... 8/ 31/ 07
A- 40. 15- 00 ....... 8/ 11/ 09
A- 60. 20- 03 ..... 12/ 23/ 14
A- 30. 10- 00 ....... 11/ 8/ 07
A- 40. 20- 04 ....... 1/ 18/ 17
A- 60. 30- 01 ....... 6/ 28/ 18
A- 30. 30- 01 ....... 6/ 16/ 11
A- 40. 50- 03 ......
9/ 12/ 23
A- 60. 40- 00 ....... 8/ 31/ 07
B- 5. 20- 03 ...........
9/ 9/ 20
B- 30. 50- 03.......
2/ 27/ 18
B- 75. 20- 03.......
8/ 17/ 21
B- 5. 40- 02 .........
1/ 26/ 17
B- 30. 60- 00.........
9/ 9/ 20
B- 75. 50- 02.......
3/ 15/ 22
B- 5. 60- 02 .........
1/ 26/ 17
B- 30. 40- 03.......
2/ 27/ 18
B- 70. 60- 01.......
1/ 26/ 17
B- 10. 20- 03 ....... 8/ 23/ 23
B- 30. 70- 04.......
2/ 27/ 18
B- 75. 60- 00.........
6/ 8/ 06
B- 10. 40- 02 ....... 8/ 17/ 21
B- 30. 80- 01.......
2/ 27/ 18
B- 80. 20- 00.........
6/ 8/ 06
B- 10. 70- 03 ....... 8/ 23/ 23
B- 30. 90- 02.......
1/ 26/ 17
B- 80. 40- 00.........
6/ 1/ 06
B- 15. 20- 01 .........
2/ 7/ 12
B- 35. 20- 00.........
6/ 8/ 06
B- 85. 10- 01.......
6/ 10/ 08
B- 15. 40- 01 .........
2/ 7/ 12
B- 35. 40- 01.......
8/ 23/ 23
B- 85. 20- 00.........
6/ 1/ 06
B- 15. 60- 02 ....... 1/ 26/ 17
B- 40. 20- 00.........
6/ 1/ 06
B- 85. 30- 00.........
6/ 1/ 06
B- 20. 20- 02 ....... 3/ 16/ 12
B- 40. 40- 02.......
1/ 26/ 17
B- 85. 40- 00.........
6/ 8/ 06
B- 20. 40- 04 ....... 2/ 27/ 18
B- 45. 20- 01.......
7/ 11/ 17
B- 85. 50- 01.......
6/ 10/ 08
B- 20. 60- 03 ....... 3/ 15/ 12
B- 45. 40- 01.......
7/ 21/ 17
B- 90. 10- 00.........
6/ 8/ 06
B- 25. 20- 02 ....... 2/ 27/ 18
B- 50. 20- 00.........
6/ 1/ 06
B- 90. 20- 00.........
6/ 8/ 06
B- 25. 60- 03 ....... 8/ 23/ 23
B- 55. 20- 03.......
8/ 17/ 21
B- 90. 30- 00.........
6/ 8/ 06
B- 30. 05- 00 ......... 9/ 9/ 20
B- 60. 20- 02.........
9/ 9/ 20
B- 90. 40- 01.......
1/ 26/ 17
B- 30. 10- 03 ....... 2/ 27/ 18
B- 60. 40- 01.......
2/ 27/ 18
B- 90. 50- 00.........
6/ 8/ 06
B- 30. 15- 00 ....... 2/ 27/ 18
B- 65. 20- 01.......
4/ 26/ 12
B- 95. 20- 02.......
8/ 17/ 21
B- 30. 20- 04 ....... 2/ 27/ 18
B- 65. 40- 00.........
6/ 1/ 06
B- 95. 40- 01.......
6/ 28/ 18
Special Provisions South Toutle Road Headwall Project No. 1851
Page 74
B- 30. 30- 03 ....... 2/ 27/ 18
B- 70. 20- 01.......
3/ 15/ 22
C- 1......................
C- 23. 70- 01.....
10/ 16/ 23
C- 70. 10- 04.....
10/ 16/ 23
C- lb................ 10/ 12/ 23
C. 24. 10- 05 .......
7/ 21/ 24
C- 70. 15- 01.......
7/ 21/ 24
C- 1d................
10/ 31/ 03
C- 24. 15- 00.......
3/ 15/ 22
C- 75. 10- 02.......
9/ 16/ 20
C- 6a....................
9/ 8/ 22
C- 25. 20- 07.......
8/ 20/ 21
C- 75. 20- 03.......
8/ 20/ 21
C- 7......................
9/ 8/ 22
C- 25. 22- 06.......
8/ 20/ 21
C- 75. 30- 03.......
8/ 20/ 21
C- 7a....................
9/ 8/ 22
C- 25. 26- 05.......
8/ 20/ 21
C- 80. 10- 03.....
10/ 16/ 23
C- 20. 10- 09 ..... 10/ 12/ 23
C- 25. 30- 01.......
8/ 20/ 21
C- 80. 20- 01.......
6/ 11/ 14
C- 20. 14- 05 ......... 9/ 8/ 22
C- 25. 32- 00.......
7/ 29/ 24
C- 80. 30- 02.......
8/ 20/ 21
C- 20. 15- 03 ..... 10/ 12/ 23
C- 25. 80- 05.......
8/ 12/ 19
C- 80. 40- 01.......
6/ 11/ 14
C- 20. 18- 04 ......... 9/ 8/ 22
C- 60. 10- 04.......
7/ 21/ 24
C- 85. 10- 00.........
4/ 8/ 12
C- 20. 40- 10 ..... 10/ 12/ 23
C- 60. 15- 01.......
7/ 21/ 24
C- 85. 11- 01.......
9/ 16/ 20
C- 20. 41- 05 ....... 7/ 18/ 24
C- 60. 20- 01.........
9/ 8/ 22
C- 85. 15- 03.....
10/ 17/ 23
C- 20. 43- 01 ....... 7/ 18/ 24
C- 60. 30- 02.......
7/ 21/ 24
C- 85- 18- 03.........
9/ 8/ 22
C- 20. 44- 00 ....... 8/ 13/ 24
C- 60. 40- 01.......
7/ 21/ 24
C- 81. 10- 00.......
9/ 12/ 23
C- 20. 45- 03 .........
9/ 8/ 22
C- 60. 45- 01.......
7/ 21/ 24
C- 81. 15- 00.......
9/ 12/ 23
C- 20. 55- 00 ....... 7/ 30/ 24
C- 60. 50- 01.......
7/ 21/ 24
C- 22. 16- 08 ..... 10/ 17/ 23
C- 60. 60- 01.......
7/ 21/ 24
C- 22. 40- 11 ....... 7/ 21/ 24
C- 60. 70- 01.........
9/ 8/ 22
C- 22. 45- 07 ....... 7/ 21/ 24
C- 60. 80- 02.......
7/ 21/ 24
D- 2. 36- 03 .........
D- 3. 11- 03.........
6/ 11/ 14
D- 10. 25- 01.........
8/ 7/ 19
D- 2. 46- 02 ......... 8/ 13/ 21
D- 4.................
12/ 11/ 98
D- 10. 30- 00.........
7/ 8/ 08
D- 2. 84- 00.......
9/ 8/ 22
6/ 11/ 14
D- 6...................
6/ 19/ 98
D- 10. 35- 00.........
7/ 8/ 08
D- 2. 92- 01 ......... 4/ 26/ 22
11/ 10/ 05
D- 10. 10- 01.......
12/ 2/ 08
D- 10. 40- 01.......
12/ 2/ 08
5/ 17/ 12
D- 10. 15- 01.......
12/ 2/ 08
D- 10. 45- 01.......
12/ 2/ 08
D- 3. 10- 01 ......... 5/ 29/ 13
D- 10. 20- 01.........
8/ 7/ 19
D- 20. 10- 00.......
10/ 9/ 23
E- 1....................
2/ 21/ 07
E- 4....................
8/ 27/ 03
E- 20. 10- 00 ....... 9/ 12/ 23
E- 2....................
5/ 29/ 98
E- 4a..................
8/ 27/ 03
E- 20. 20- 00 ....... 10/ 4/ 23
F- 10. 12- 04........ 9/ 24/ 20
F- 10. 62- 02 .......
4/ 22/ 14
F- 40. 15- 04 ....... 9/ 25/ 20
F- 10. 16- 00...... 12/ 20/ 06
F- 10. 64- 03 .......
4/ 22/ 14
F- 40. 16- 03 .......
6/ 29/ 16
F- 10. 18- 04........ 6/ 28/ 24
F- 30. 10- 04 ....... 9/ 25/ 20
F- 45. 10- 05 .........
6/ 4/ 24
F- 10. 40- 04........ 9/ 24/ 20
F- 40. 12- 03 .......
6/ 29/ 16
F- 80. 10- 04 ....... 7/ 15/ 16
F- 10. 42- 00........
F- 40. 14- 03 .......
6/ 29/ 16
G- 10. 10- 00....... 9/ 20/ 07
G- 24. 50- 05.........
8/ 7/ 19
G- 90. 10- 03.......
7/ 11/ 17
G- 20. 10- 03.......
8/ 20/ 21
G- 24. 60- 05.......
6/ 28/ 18
G- 90. 20- 05.......
7/ 11/ 17
G- 22. 10- 04.......
6/ 28/ 18
G- 25. 10- 05.......
9/ 16/ 20
G- 90. 30- 04.......
7/ 11/ 17
G- 24. 10- 00.......
11/ 8/ 07
G- 26. 10- 00.......
7/ 31/ 19
G- 95. 10- 02.......
6/ 28/ 18
G- 24. 20- 01.........
2/ 7/ 12
G- 30. 10- 04.......
6/ 23/ 15
G- 95. 20- 03.......
6/ 28/ 18
G- 24. 30- 02.......
6/ 28/ 18
G- 50. 10- 03....... 6/ 28/ 18
G- 95. 30- 03.......
6/ 28/ 18
G- 24. 40- 07.......
6/ 28/ 18
D- 3. 09- 00.........
1/ 23/ 07
Special Provisions South Toutle Road Headwall Project No. 1851
Page 75
H- 10. 10- 01.........
6/ 2/ 24
H- 30. 10- 00..... 10/ 12/ 07
H- 70. 10- 02.......
8/ 17/ 21
H- 10. 11- 00.........
6/ 2/ 24
H- 32. 10- 00.......
9/ 20/ 07
H- 70. 20- 02.......
8/ 17/ 21
H- 10. 15- 01.........
6/ 2/ 24
H- 60. 10- 01.........
7/ 3/ 08
H- 10. 16- 00.........
6/ 2/ 24
H- 60. 20- 01.........
7/ 3/ 08
1- 10. 10- 01......... 8/ 11/ 09
1- 30. 20- 00........
9/ 20/ 07
1- 30. 10- 02......... 3/ 22/ 13
1- 30. 30- 02 ........ 6/ 12/ 19
1- 50. 20- 02 ..........
7/ 6/ 22
1- 30. 15- 02.........
1- 30. 40- 02 ........
1- 60. 10- 01 ........
6/ 10/ 13
3/ 22/ 13
6/ 12/ 19
1- 40. 20- 00 ........ 9/ 20/ 07
1- 30. 16- 01......... 7/ 11/ 19
1- 30. 60- 02 ........ 6/ 12/ 19
1- 60. 20- 01 ........ 6/ 10/ 13
1- 30. 17- 01......... 6/ 12/ 19
1- 40. 10- 00 ........ 9/ 20/ 07
1- 80. 10- 02 ........ 7/ 15/ 16
J- 05. 50- 00 ........ 8/ 30/ 22
J- 26. 10- 03........
7/ 21/ 16
J- 50. 05- 00........
7/ 21/ 17
J- 10...................
7/ 18/ 97
J- 26. 15- 01........
5/ 17/ 12
J- 50. 10- 01........
7/ 31/ 19
J- 10. 10- 04 ........ 9/ 16/ 20
J- 26. 20- 01........
6/ 28/ 18
J- 50. 11- 02........
7/ 31/ 19
J- 10. 12- 00 ........ 9/ 16/ 20
J- 27. 10- 01........
7/ 21/ 16
J- 50. 12- 02..........
8/ 7/ 19
J- 10. 14- 00 ........ 9/ 16/ 20
J- 27. 15- 00........
3/ 15/ 12
J- 50. 13- 01........
8/ 30/ 22
J- 10. 15- 01 ........ 6/ 11/ 14
J- 28. 01- 00........
8/ 30/ 22
J- 50. 15- 01........
7/ 21/ 17
J- 10. 16- 02 ........ 8/ 18/ 21
J- 28. 10- 02..........
8/ 7/ 19
J- 50. 16- 01........
3/ 22/ 13
J- 10. 17- 02 ........ 8/ 18/ 21
J- 28. 22- 00........
8/ 07/ 07
J- 50. 18- 00..........
8/ 7/ 19
J- 10. 18- 02 ........ 8/ 18/ 21
J- 28. 24- 02........
9/ 16/ 20
J- 50. 19- 00..........
8/ 7/ 19
J- 10. 20- 04 ........ 8/ 18/ 21
J- 28. 26- 01......
12/ 02/ 08
J- 50. 20- 00..........
6/ 3/ 11
J- 10. 21- 02 ........ 8/ 18/ 21
J- 28. 30- 04........
6/ 18/ 24
J- 50. 25- 00..........
6/ 3/ 11
J- 10. 22- 03 ........
10/ 4/ 23
J- 28. 40- 02........
6/ 11/ 14
J- 50. 30- 00..........
6/ 3/ 11
J- 10. 25- 01 ........ 6/ 21/ 24
J- 28. 42- 01........
6/ 11/ 14
J- 60. 05- 01........
7/ 21/ 16
J- 10. 26- 00 ........ 8/ 30/ 22
J- 28. 43- 01........
6/ 28/ 18
J- 60. 11- 00........
5/ 20/ 13
J- 12. 15- 00 ........ 6/ 28/ 18
J- 28. 45- 03........
7/ 21/ 16
J- 60. 12- 00........
5/ 20/ 13
J- 12. 16- 00 ........ 6/ 28/ 18
J- 28. 50- 03........
7/ 21/ 16
J- 60. 13- 00........
6/ 16/ 10
J- 15. 10- 01 ........
6/ 11/ 14
J- 28. 60- 03........
8/ 27/ 21
J- 60. 14- 01........
7/ 31/ 19
J- 15. 15- 02 ........ 7/ 10/ 15
J- 28. 70- 04........
8/ 30/ 22
J- 75. 10- 02........
7/ 10/ 15
J- 20. 01- 01 ........ 6/ 21/ 24
J- 29. 10- 02........
8/ 26/ 22
J- 75. 20- 01........
7/ 10/ 15
J- 20. 05- 00 ........ 6/ 21/ 24
J- 29. 15- 01........
7/ 21/ 16
J- 75. 30- 02........
7/ 10/ 15
J- 20. 10- 05 ........
10/ 4/ 23
J- 29. 16- 02........
7/ 21/ 16
J- 75. 50- 00........
8/ 30/ 22
J- 20. 11- 03 ........
7/ 31/ 19
J- 30. 10- 01........
8/ 26/ 22
J- 75. 55- 00........
8/ 30/ 22
J- 20. 15- 04 ........ 6/ 21/ 24
J- 40. 01- 00........
8/ 30/ 22
J- 80. 05- 00........
8/ 30/ 22
J- 20. 16- 02 ........ 6/ 30/ 14
J- 40. 05- 00........
7/ 21/ 16
J- 80. 10- 01........
8/ 18/ 21
J- 20. 20- 02 ........ 5/ 20/ 13
J- 40. 10- 04........
4/ 28/ 16
J- 80. 12- 00........
8/ 18/ 21
J- 20. 26- 01 ........
7/ 12/ 12
J- 40. 20- 03........
4/ 28/ 16
J- 80. 15- 00........
6/ 28/ 18
J- 21. 10- 05 ........ 6/ 21/ 24
J- 40. 30- 04........
4/ 28/ 16
J- 81. 10- 02........
8/ 18/ 21
J- 21. 15- 01 ........ 6/ 10/ 13
J- 40. 35- 01........
5/ 29/ 13
J- 81. 12- 00..........
9/ 3/ 21
J- 21. 16- 02 ........ 6/ 21/ 24
J- 40. 36- 02........
7/ 21/ 17
J- 84. 05- 00........
8/ 30/ 22
J- 21. 17- 01 ........
6/ 10/ 13
J- 40. 37- 02........
7/ 21/ 17
J- 86. 10- 00........
6/ 28/ 18
J- 21. 20- 01 ........
6/ 10/ 13
J- 40. 38- 01........
5/ 20/ 13
J- 90. 10- 03........
6/ 28/ 18
J- 22. 15- 03 ........ 6/ 21/ 24
J- 40. 39- 00........
5/ 20/ 13
J- 90. 20- 03........
6/ 28/ 18
J- 22. 16- 03 ........ 7/ 10/ 15
J- 40. 40- 02........
7/ 31/ 19
J- 90. 21- 02........
6/ 28/ 18
J- 22. 17- 00 ........ 6/ 21/ 24
J- 45. 36- 00........
7/ 21/ 17
J- 90. 50- 00........
6/ 28/ 18
Special Provisions South Toutle Road Headwall Project No. 1851
Page 76
K- 70. 20- 01..........
6/ 1/ 16
K- 80. 32- 00.......
8/ 17/ 21
K- 80. 35- 01.......
9/ 16/ 20
K- 80. 10- 02........ 9/ 25/ 20
K- 80. 34- 00.......
8/ 17/ 21
K- 80. 37- 01.......
9/ 16/ 20
L- 5. 10- 02............
6/ 5/ 24
L- 20. 10- 03........
7/ 14/ 15
L- 40. 20- 02........
6/ 21/ 12
L- 5. 15- 00..........
9/ 19/ 22
L- 30. 10- 02........
6/ 11/ 14
L- 70. 10- 01........
5/ 21/ 08
L- 10. 10- 02........
6/ 21/ 12
L- 40. 15- 01........
6/ 16/ 11
L- 70. 20- 01........
5/ 21/ 08
M- 1. 20- 04........
9/ 25/ 20
M- 9. 60- 00........
2/ 10/ 09
M- 24. 66- 00......
7/ 11/ 17
M- 1. 40- 03 ........ 9/ 25/ 20
M- 11. 10- 04........
8/ 2/ 22
M- 40. 10- 04.... 10/ 17/ 23
M- 1. 60- 03 ........ 9/ 25/ 20
M- 12. 10- 04...... 6/ 28/ 24
M- 40. 20- 00.... 10/ 12/ 07
M- 1. 80- 03 .......... 6/ 3/ 11
M- 15. 10- 02...... 7/ 17/ 23
M- 40. 30- 01...... 7/ 11/ 17
M- 2. 20- 03 ........ 7/ 10/ 15
M- 17. 10- 02........
7/ 3/ 08
M- 40. 40- 00...... 9/ 20/ 07
M- 2. 21- 00........
7/ 10/ 15
M- 20. 10- 04........
8/ 2/ 22
M- 40. 50- 00...... 9/ 20/ 07
M- 3. 10- 04........
9/ 25/ 20
M- 20. 20- 02......
4/ 20/ 15
M- 40. 60- 00...... 9/ 20/ 07
M- 3. 20- 04..........
8/ 2/ 22
M- 20. 30- 05...... 6/ 28/ 24
M- 60. 10- 01........
M- 3. 30- 04........ 9/ 25/ 20
M- 20. 40- 03...... 6/ 24/ 14
M- 60. 20- 03...... 8/ 17/ 21
M- 3. 40- 04........
M- 20. 50- 02........
6/ 3/ 11
M- 65. 10- 03......
8/ 17/ 21
M- 3. 50- 03 ........ 9/ 25/ 20
M- 24. 20- 02......
4/ 20/ 15
M- 80. 10- 01........
6/ 3/ 11
M- 5. 10- 03 ........ 9/ 25/ 20
M- 24. 40- 02......
4/ 20/ 15
M- 80. 20- 00...... 6/ 10/ 08
M- 7. 50- 01 ........ 1/ 30/ 07
M- 24. 60- 04...... 6/ 24/ 14
M- 80. 30- 00...... 6/ 10/ 08
M- 9. 50- 02 ........ 6/ 24/ 14
M- 24. 65- 00...... 7/ 11/ 17
9/ 25/ 20
Special Provisions South Toutle Road Headwall Project No. 1851
6/ 3/ 11
Page 77
PREVAILING
MINIMUM
Prevailing
Minimum
HOURLY WAGE
Hourly
Wage
Rates
South Toutle Road Headwall Project No. 1851
RATES
Page 78
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
State of Washington Department
of Labor & Industries
Prevailing Wage Section - Telephone
360- 902- 5335
PO Box 44540, Olympia, WA 98504- 4540
Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker' s wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are
provided on the Benefit Code Key.
Journey Level Prevailing Wage Rates for the Effective Date: 07/ 27/ 2026
Cowlitz County A'
Trade
Job Classification
v
Wage
v
Holiday
Overtime
Note
Ris
Asbestos Abatement
Journey Level
62. 61
6Z
iM
Boilermakers
Journey Level
78. 89
SN
1C
Brick Mason
Brick Finisher
50. 38
SA
1113
76. 59
SA
16
SA
16
Workers
Caulker- PointerBrick Mason Cleaner
https://
Brick Mason
Journey Level
76. 59
Building Service Employees
Janitor
17. 13
1
Building Service Employees
Shampooer
17. 13
1
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
1/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Building Service Employees
Waxer
17. 13
1
Building Service Employees
Window Cleaner
17. 13
1
Cabinet Makers( In Shop)
Journey Level
17. 13
1
Carpenters
Acoustical Worker
Bridge&
$
71. 70
15. 111
11111. 11
9L
73. 07
15J
11U
9L
71. 87
15J
11111. 11
9L
71. 70
15J
11111. 11
9L
67. 70
7E
4X
8N
71. 87
15J
11111. 11
9L
81. 87
15J
4U
81. 36
15J
4111. 11
81. 87
15J
4U
81. 36
15J
4111. 11
Highway
Carpenters Carpenter
Floor Layer And Carpenters Floor Finishers
Carpenters
General Carpenter
$
Scaffold/ Shoring Carpenters
Erecting& Dismantling
Stationary Power Carpenters Saw
Application
of all
Cement Masons Composition
Mastic
Application of all Cement Masons
Epoxy Material
Application
of all
Cement Masons Plastic Material
Application of Cement Masons
Sealing Compound
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
2/ 84
6/ 22/ 26,
11: 55 AM
Journey
Application
Level Wages
of
Cement Masons
81. 87
15J
4U
81. 36
15J
4111. 11
81. 87
15J
4111. 11
81. 36
15J
4U
81. 87
15J
4111. 11
81. 36
15J
4111. 11
81. 36
15J
4U
81. 87
15J
4U
81. 87
15J
4111. 11
81. 36
15J
4U
81. 87
15J
4U
81. 36
15J
4111. 11
81. 36
15J
4111. 11
81. 87
15J
4111. 11
Underlayment
Cement Masons
Building General
Composition
or
Cement Masons Kalman Floors
Cement Masons
Concrete
Curb&
Paving
Gutter
Cement Masons Machine
Curb&
Gutter,
Cement Masons Sidewalks
Cement Masons
Curing Concrete
Finish Colored Cement Masons Concrete
Floor Grinding
Cement Masons
Floor Cement Masons
Grinding/ Polisher
Green Concrete Cement Masons
Saw, self- powered
Grouting of all Cement Masons Plates
Grouting of all TiltCement Masons
up Panels
Cement Masons
https://
secure.
Ini. wa. gov/ wagelookup/
Gunite Nozzleman
rates/ journey-
level-
rates
3/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Hand Powered Cement Masons
81. 87
15J
4U
81. 36
15J
4111. 11
81. 36
15J
4111. 11
81. 87
15J
4111. 11
81. 87
15J
4111. 11
81. 87
15J
4U
81. 87
15J
4U
81. 36
15J
4111. 11
81. 87
15J
4U
81. 87
15J
4111. 11
Grinder
Cement Masons
Journey Level
Cement Masons
Patching Concrete
Pneumatic
$
Power
Cement Masons Tools
Power Chipping& Cement Masons
Brushing
Sand Blasting Cement Masons Architectural Finish
Screed &
Rodding
Cement Masons Machine
Spackling or Skim Cement Masons Coat Concrete
Troweling Machine Cement Masons Operator
Troweling Machine Cement Masons
Operator
on
Colored
$
Slabs
Cement Masons
Tunnel Workers
81. 87
15J
4U
Divers&
Tenders
Assistant Tender
79. 35
15J
11T
91
Divers&
Tenders
Bell/ Vehicle
128. 93
15J
11T
91
or
Submersible
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
4/ 84
6/ 22/ 26,
11: 55 AM
Journey
Operator
Level Wages
Not Under
Pressure
Divers&
Tenders
Dive Master
98. 29
15. 111
11T
91
Divers&
Tenders
Dive Supervisor
130. 43
15. 111
11T
91
Divers&
Tenders
Diver Diving
128. 93
15. 111
11T
91
Divers&
Tenders
Diver Tender
84. 92
15. 111
11T
91
Divers&
Tenders
93. 29
15J
11T
91
89. 92
15. 111
11T
91
90. 92
15J
11T
91
84. 92
15. 111
11T
91
79. 35
15J
11T
91
72. 54
5D
1N
8D
67. 18
5D
1N
8D
72. 54
5D
1N
8D
69. 88
5D
1N
8D
71. 05
5D
1N
8D
Divers Including Stand- By Diver
Divers&
Tenders
Divers&
Tenders
Manifold Operator
Manifold
Operator
Mixed Gas
Divers&
Tenders
Divers&
Tenders
ROV Operator
ROV Tender/ Technician
Dredge Workers
Assistant Engineer
Assistant
$
Mate
Dredge Workers deckhand)
Dredge Workers
Boatman( licensed)
$
Fill Equipment Dredge Workers Operator
Dredge Workers
https://
secure.
Ini. wa. gov/ wagelookup/
Fireman
rates/ journey-
level-
rates
5/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Leverman ( hydraulic Dredge Workers
75. 70
SD
1N
8D
Clamshell)
Dredge Workers
Mate
72. 54
SD
1N
8D
Dredge Workers
Oiler
67. 18
SD
1N
8D
71. 05
SD
1N
8D
8113
Tenderman Dredge Workers
boatman Attending
$
Dredge Plant)
Dredge Workers
Welder
72. 54
SD
1N
Drywall Applicator
Journey Level
67. 80
SA
1B
Drywall Tapers
Journey Level
69. 95
7E
1E
Journey Level
25. 23
99. 74
SA
1B
106. 48
SA
1B
Electrical
Fixture 1
Maintenance
Workers
Electricians-
Inside
Journey Level
Electricians-
Inside
Journeyman, Welder
Electricians-
Motor
Shop
Craftsman
17. 13
1
Electricians-
Motor
Shop
Journey Level
17. 13
1
Electricians-
Powerline Cable Splicer
107. 31
SA
4D
98. 45
SA
4D
$
Construction
Electricians-
Powerline
secure.
Ini. wa. gov/ wagelookup/
Line
Welder
Construction
https://
Certified
rates/ journey-
level-
rates
6/ 84
6/ 22/ 26,
11: 55 AM
Journey
Electricians-
Level Wages
Powerline Groundperson
61. 75
SA
4D
98. 45
SA
4D
98. 45
SA
4D
84. 18
SA
4D
Meter Installer
61. 75
SA
4D
Pole Sprayer
98. 45
SA
4D
Powderperson
72. 81
SA
4D
Electronic Technicians
Journey Level
83. 46
SA
1B
Elevator Constructors
Mechanic
119. 67
SN
4A
Elevator Constructors
Mechanic In Charge
129. 52
SN
4A
Construction
Electricians-
Powerline
Construction
Electricians-
Equipment
Powerline
Construction
Electricians-
Operator
Journey Level Lineperson
Powerline
Line Equipment Operator
Construction
Electricians-
Heavy Line
Powerline 8W
Construction
Electricians-
Powerline
Construction
Electricians-
Powerline
Construction
Fabricated
Precast
Journey Level Concrete
https://
17. 13
1
17. 13
1
Products
Fabricated Concrete
$
Precast
Journey Level - In-
Products
Factory Work Only
Fence Erectors
Fence Erector
57. 51
6Z
iM
8S
Fence Erectors
Fence Laborer
57. 51
6Z
iM
85
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
7/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Flaggers
Journey Level
57. 51
6Z
iM
Glaziers
Journey Level
76. 71
71
11K
Mechanic
87. 79
5N
1F
Journey Level
107. 92
7F
1E
Journey Level
65. 23
5D
1113
Journey Level
17. 13
Inland Boatmen
Boat Operator
71. 28
5B
1K
Inland Boatmen
Cook
69. 70
5B
1K
Inland Boatmen
Deckhand
70. 00
5B
1K
Inland Boatmen
Deckhand Engineer
69. 55
5B
1K
Inland Boatmen
Launch Operator
71. 23
5B
11K
Inland Boatmen
Mate
89. 12
5B
11K
Heat& Asbestos
Frost Insulators
8S
And
Workers
Heating Equipment Mechanics
Hod Carriers&
Mason
Tenders
Industrial Power Vacuum 1
Cleaner
$
Inspection/ Cleaning/ Sealing Cleaner Operator, Of Sewer&
Water Systems
17. 13
1
17. 13
1
Foamer Operator
By Remote Control
Inspection/ Cleaning/ Sealing Grout Truck Of Sewer&
Water Systems Operator
By Remote Control
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
8/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Inspection/ Cleaning/ Sealing Of Sewer&
Water Systems
Head Operator
17. 13
1
Technician
17. 13
1
Tv Truck Operator
17. 13
1
Insulation Applicators
Journey Level
71. 87
15J
11111. 11
Ironworkers
Journey Level
85. 13
15K
11N
Laborers
Anchor Machines
62. 61
6Z
iM
$
61. 96
6Z
iM
$
62. 61
6Z
iM
61. 10
6Z
iM
63. 17
6Z
iM
By Remote Control
Inspection/ Cleaning/ Sealing Of Sewer&
Water Systems
By Remote Control
Inspection/ Cleaning/ Sealing Of Sewer&
Water Systems
By Remote Control
9L
Application
Including Pot Power Tender For
Same), Applying Laborers
Protective
Material
By Hand Or Nozzle On Utility Lines Or Storage Tanks On Project
Laborers
Asbestos
Removal
Asphalt Plant Laborers Laborers
Laborers
https://
secure.
Ini. wa. gov/ wagelookup/
Asphalt Raker
rates/ journey-
level-
rates
9/ 84
6/ 22/ 26,
11: 55 AM
Journey
Laborers
Asphalt Spreaders
Laborers
$
Level Wages
61. 10
6Z
iM
Ballast Regulators
62. 61
6Z
iM
Laborers
Batch Weighman
61. 10
6Z
iM
Laborers
Bit Grinder
62. 61
6Z
iM
Laborers
Brick Pavers( Dry)
61. 10
6Z
iM
Laborers
Broomers
61. 10
6Z
iM
Laborers
Brush ( Power Saw)
61. 96
6Z
iM
61. 10
6Z
iM
61. 96
6Z
iM
61. 10
6Z
iM
61. 10
6Z
iM
61. 10
6Z
iM
$
Brush Burners And Laborers Cutters
Laborers
Burners
Car And Truck Laborers Loaders
Laborers
Carpenter Tender
Change- house Man Laborers
Or Dry Shack Man
https://
Laborers
Chipping Guns
61. 96
6Z
iM
Laborers
Choker Setters
61. 10
6Z
iM
Laborers
Choker Splicer
61. 96
6Z
iM
Laborers
Chuck Tender
61. 96
6Z
iM
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
10/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Clary Power Laborers
Spreader And
61. 96
6Z
iM
61. 10
6Z
iM
61. 96
6Z
iM
61. 96
6Z
iM
61. 96
6Z
iM
63. 17
6Z
iM
61. 96
6Z
iM
62. 61
6Z
iM
63. 17
6Z
iM
57. 51
6Z
iM
Similar Types
Laborers
Clean
Up Laborers
$
Clean- up Nozzleman- GreenLaborers Cutter( Concrete Rock, Etc.)
Concrete
Crew, Bull
Laborers
Gang
Laborers
Concrete
Laborers
$
Concrete Laborers Nozzlemen
Concrete
Power
Laborers Buggyman
Concrete
Saw
Laborers Operator
Concrete Saw Laborers Operator( Walls)
Confined
Space/
Laborers
8S
Hole Watch
https://
Laborers
Crusher Feeder
61. 96
6Z
iM
Laborers
Curing, Concrete
61. 10
6Z
iM
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
11/ 84
6/ 22/ 26,
11: 55 AM
Journey
Demolition Laborers
Level Wages
And
Wrecking Charred
61. 96
6Z
iM
61. 10
6Z
iM
62. 61
6Z
iM
63. 17
6Z
iM
Materials
Demolition, Laborers
Wrecking And Moving Laborers
Drill Doctor
Laborers
Drill Operators, Air Tracks, Cat Drills, Wagon Drills, Rubber- mounted Laborers Drills And Other Similar Types,
Including At Crusher Plants
Laborers
Dry Pack Machine
61. 96
6Z
iM
Laborers
Dry Stack Walls
61. 10
6Z
iM
61. 10
6Z
iM
61. 10
6Z
iM
61. 10
6Z
iM
61. 10
6Z
iM
57. 51
6Z
iM
Dumpers, Road Laborers
Oiling Crew
Dumpmen(
for
Laborers
Grading Crew)
Elevator Feeders
Laborers
Erosion Control Laborers Specialist
Laborers
https://
secure.
Ini. wa. gov/ wagelookup/
Final Clean- up
rates/ journey-
level-
rates
8S
12/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Laborers
Fine Graders
61. 10
6Z
iM
Laborers
Fire Watch
57. 51
6Z
iM
61. 10
6Z
iM
61. 10
6Z
iM
63. 17
6Z
iM
61. 10
6Z
iM
63. 17
6Z
iM
61. 96
6Z
iM
61. 96
6Z
iM
61. 96
6Z
iM
61. 96
6Z
iM
62. 61
6Z
iM
Form Strippers(
8S
Not
Laborers
Swinging Stages)
Laborers
General
Laborers
Grade Checker
Laborer
Guard Rail, Median Rail, Reference Post Laborers Guide Post, Right-
of- way Marker
Gunite Nozzleman
Laborers
Gunite Nozzleman Laborers Tender
Gunite or Sand Laborers
Blasting Pot Tender
Hand Placed Sand Laborers
Blasting( Wet)
Handlers Or Mixers Of All Materials
Of
An Irritating Nature
Laborers
$
Including Cement& Lime)
Hazardous Laborers
Waste
Worker
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
13/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
High Scalers, Strippers&
Drillers
covers work in
swinging stages, chairs or belts under Laborers
extreme
conditions
$
63. 17
6Z
iM
63. 17
6Z
iM
63. 17
6Z
iM
63. 17
6Z
iM
62. 61
6Z
iM
61. 10
6Z
iM
unusual to normal
drilling, blasting, barring down or slopping and stripping
Laborers
Laser Beam
Laser Beam ( Pipe
Laying)- Applicable Laborers
When Employee Assigned
To Move,
Set Up, Align
Laser Beam ( Tunnel) Applicable Laborers
Employee
When
Assigned
$
To Move, Set Up, Align
Lead Abatement
Laborers
Leverman
Or
Aggregate Laborers
Spreaders( Flaherty And Similar Types)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
14/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Laborers
Loading Spotters
61. 10
6Z
iM
Laborers
Loop Installation
63. 17
6Z
iM
Laborers
Manhole
Building
62. 61
6Z
iM
Laborers
Material Yard Man
61. 10
6Z
iM
Laborers
Miner-
63. 17
6Z
iM
62. 61
6Z
iM
62. 61
6Z
iM
62. 61
6Z
iM
57. 51
6Z
iM
61. 96
6Z
iM
$
63. 17
6Z
iM
$
61. 10
6Z
iM
61. 96
6Z
iM
Tunnel
Mold Remediation Laborers Or Removal
Nippers And Laborers Timbermen
Nuclear Plant Workers-
Lead
Shield, Power Saw
Laborers
Operators( Bucking Falling)
Pilot Car
Laborers
8S
Pipe Doping& Laborers
Wrapping
Laborers
Pipe Layer All Types
Laborers
Pittsburgh
Chipper
Operator
Or Similar
Types
Post Hold Digger, Laborers Air, Gas Or Electric
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
15/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
PowdermanLaborers
63. 17
6Z
iM
61. 10
6Z
iM
Tunnel
Laborers
Powderman Tender
$
Laborers
Power Jacks
62. 61
6Z
iM
Laborers
Pressure Washer
61. 96
6Z
iM
61. 10
6Z
iM
61. 96
6Z
iM
61. 10
6Z
iM
61. 10
6Z
iM
61. 10
6Z
iM
Railroad Track Laborers Laborers
Laborers
Ribbon Setter, Head
$
Ribbon Setters Laborers
Including Steel Forms)
Laborers
Rigger/ SignaIperson
$
Rip Rap Man ( Hand Laborers Packed)
https://
Laborers
Rip Rap Man ( Head)
$
61. 96
6Z
iM
Laborers
Road Pump Tender
$
61. 10
6Z
iM
Laborers
Sand
$
62. 61
6Z
iM
Laborers
Scaffold Tender
61. 10
6Z
iM
Laborers
Sewer Labor
61. 10
6Z
iM
Laborers
Sewer Timbermen
62. 61
6Z
iM
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
Blasting( Dry)
rates
$
16/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Laborers
Signalman
61. 10
6Z
iM
Laborers
Skipman
61. 10
6Z
iM
Laborers
Slopers
61. 10
6Z
iM
Laborers
Spraymen
61. 10
6Z
iM
Laborers
Stake Chaser
61. 10
6Z
iM
Laborers
Stake- setter
61. 96
6Z
iM
Laborers
Stockpiler
61. 10
6Z
iM
Laborers
Tampers
61. 96
6Z
iM
Laborers
Tie Back Shoring
61. 96
6Z
iM
61. 10
6Z
iM
61. 96
6Z
iM
61. 96
6Z
iM
61. 10
6Z
iM
62. 61
6Z
iM
61. 10
6Z
iM
Timber Faller And Laborers Bucker( Hand Labor)
Tool OperatorsLaborers Jackhammer
Tool OperatorsLaborers
Paving Breakers
Toolroom Man ( At Laborers Job Site)
Laborers
Track Liners
Traffic Control Laborers Laborer
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
17/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Traffic Control Laborers
61. 96
6Z
iM
61. 96
6Z
iM
61. 10
6Z
iM
62. 61
6Z
iM
63. 17
6Z
1M
63. 17
6Z
iM
63. 17
6Z
iM
63. 17
6Z
iM
63. 17
6Z
iM
63. 17
6Z
iM
63. 17
6Z
iM
62. 61
6Z
iM
61. 10
6Z
iM
Supervisor
Traffic Control Laborers Supervisor
Truck Mounted Laborers Attenuator
Tugger Operator
Laborers
Tunnel Bullgang Laborers Above Ground)
Tunnel Chuck Laborers Tenders
Tunnel Motorman Laborers
Dinky Locomotive
Tunnel
Muckers,
Laborers Brakemen
Tunnel Shield Laborers Operator
Laborers
Vibrating Screed
Laborers
Vibrators( All Types)
Laborers
Water Blaster
$
Weight- ManLaborers
Crusher( Aggregate
$
When Used)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
18/ 84
6/ 22/ 26,
11: 55 AM
Journey
Laborers
LaborersSewer&
Welder
Underground
Water
General
Level Wages
62. 61
6Z
iM
63. 17
6Z
iM
68. 46
7113
4G
8111. 11
49. 42
6Z
1M
8T
Laborer and
Topman
Landscape Landscape
Construction Operator
Landscaping or Landscape Construction
Planting Laborer
Groundskeeper
17. 13
Lathers
Journey Level
71. 80
5A
1113
Marble Setters
Journey Level
77. 59
5A
1B
Metal Fabrication ( In Shop)
Fitter
25. 33
75
1B
Metal Fabrication ( In Shop)
Machine Operator
25. 33
75
1B
Metal Fabrication ( In Shop)
Welder
25. 33
75
1B
Millwright
Journey Level
84. 40
5A
1B
Modular Buildings
Journey Level
17. 13
Painters
Bridge Painter
63. 95
7E
11L
Painters
Commercial
54. 86
7E
11L
Painters
Industrial Painter
57. 06
7E
11L
9F
Pile Driver
Journey Level
73. 07
15. 111
11111. 11
9L
Landscape
https://
secure.
Maintenance
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
Painter
$
1
1
19/ 84
6/ 22/ 26,
11: 55 AM
Journey
Plasterers
Playground& Equipment
Plumbers&
Level Wages
Journey Level
64. 24
5H
1E
Journey Level
17. 13
Journey Level
95. 37
5A
1G
65. 24
7113
4G
8111. 11
74. 18
7B
4G
8111. 11
68. 46
7113
4G
8111. 11
68. 46
7113
4G
8111. 11
69. 70
7B
4G
8111. 11
65. 24
7B
4G
8U
65. 24
7B
4G
8111. 11
Park 1
Installers
Pipefitters
Power Equipment
Air Filtration
Operators
Equipment( group 6)
Asphalt Plant( any Power Equipment
Type) ( assistant
Operators
Engineer Required)
group 2)
Asphalt, Burner&
Reconditioner( any Power Equipment Type),( asst To Operators Engineer If
Required)(group 5)
Asphalt, Extrusion Power Equipment Machine Operators
Operator( group 5)
Asphalt, Paver Power Equipment screed Man Operators
Required)( group 4)
Power Equipment
Asphalt, Pugmill
Operators
any Type)( group 6)
Power Equipment
Asphalt,
Operators
https://
secure.
Ini. wa. gov/ wagelookup/
Raker( group 6)
rates/ journey-
level-
rates
20/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Asphalt, Roller( any Power Equipment Asphalt Mix)( group
$
68. 46
7B
4G
8111. 11
69. 70
7B
4G
8U
74. 18
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8U
65. 24
7B
4G
8111. 11
$ 65. 24
7B
4G
8111. 11
74. 18
7B
4G
8U
Operators 5)
Asphalt, Roto- mill, Power Equipment
Pavement
Operators
Profiler
Under 8 Ft Lateral
Cut( group 4)
Asphalt, Roto- mill, Power Equipment
Pavement
Operators
Profiler, 8
Ft Lateral Cut&
Over( group 2)
Asphalt, Roto- mill, Power Equipment
Pavement
Operators
Profiler,
Groundman( group 5)
Power Equipment
Asphalt,
Operators
Screed( group 4)
Asphalt, Truck Power Equipment
Mounted
Operators
Spreader,
With Screed( group 6)
Power Equipment Auger Oiler( group
6)
Operators
Auto Grader Or Power Equipment
trimmer"( grade
Operators
Checker
Required)
group 2)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
21/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Back Filling Machine Power Equipment
assistant To
Operators
69. 70
7B
4G
8111. 1 1
69. 70
7B
4G
8111. 11
74. 18
7B
4G
8111. 11
65. 24
7B
4G
8U
69. 70
7113
4G
8111. 11
74. 18
7B
4G
8111. 11
65. 24
7B
4G
8111. 11
69. 70
7B
4G
8111. 11
Engineer Required)
group 4)
Backhoe, Robotic, Track And Wheel
Type Up To And Power Equipment
Including 20, 000 Operators
Lbs. With Any Attach ments(group 4)
Band Wagons( in Power Equipment
Conjuction
Operators
With
Whell Excavator)
group 2)
Bell Man ( any Type Power Equipment Of Comunication) Operators
group 6)
Power Equipment
Blade Any
Operators
Type( group 4)
Power Equipment
Blade,
Operators
Robotic(group 2)
Power Equipment Boatman( group 6) Operators
Power Equipment
Boatman,
Operators
https://
secure.
Ini. wa. gov/ wagelookup/
Licensed( group 4)
rates/ journey-
level-
rates
22/ 84
6/ 22/ 26,
11: 55 AM
Journey
Power Equipment
Level Wages
Bobcat, Skid Steer
Operators
65. 24
7113
4G
8111. 11
68. 46
7113
4G
8U
69. 70
7113
4G
8111J
65. 24
7113
4G
8111. 11
68. 46
7113
4G
8111. 11
69. 70
7113
4G
8111J
73. 03
7113
4G
8U
lyd)(group 6)
Boom Type Lifting Power Equipment
Device, 5 Ton
Operators
Capacity Or Less(group 5)
Boring Machine Power Equipment asst To Engineer Operators
Required)( group 4)
Broom SelfPower Equipment
propelled,
Operators
Construction
Job
Site( group 6)
Bulldozer Operator, Power Equipment
20, 000 Lbs Or Less,
Operators
Or 100 Horse Or
Less(group 5)
Bulldozer Operator, Over 20, 000 Lbs Power Equipment And More Than 100
$
Operators
Horse Up To 70,000 Lbs(group 4)
Bulldozer Over
70, 000 Lbs Up To Power Equipment And
Including
Operators
120, 000 Lbs(group 3)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
23/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Bulldozer Over Power Equipment 120, 000 Lbs And
74. 18
7113
4G
8111. 1
74. 18
7113
4G
8111J
69. 70
7113
4G
8111. 1
74. 18
7113
4G
8111J
69. 70
7113
4G
8111. 1
74. 18
7113
4G
8111. 11
69. 70
7113
4G
8111. 11
68. 46
7113
4G
8111. 11
$ 69. 70
7113
4G
8111. 11
68. 46
7113
4G
8111. 11
69. 70
7113
4G
8U
Operators
Above( group 2)
Power Equipment
Bulldozer Robotic
Operators
Equipment( group 2)
Power Equipment
Cable- plow( any
Operators
Type)( group 4)
Power Equipment
Cableway 25 Ton&
Operators
Over( group 2)
Power Equipment
Cableway Up To 25
Operators
Ton( group 4)
Canal Trimmer Power Equipment grade
Oiler
Operators
Required)(group 2)
Power Equipment
Cat Drill ( john
Operators
Henry)(group 4)
Power Equipment
Cement
Operators
Pump(group 5)
Power Equipment Challenger( group 4) Operators
Power Equipment
Chip Spreading
Operators
Machine(group 5)
Chippers( asst To Power Equipment Engineer If Operators
Required)( group 4)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
24/ 84
6/ 22/ 26,
11: 55 AM
Journey
Churn Drill&
Level Wages
Earth
Power Equipment
Boring
68. 46
7B
4G
8U
69. 70
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
68. 46
7B
4G
8U
65. 24
7B
4G
8U
Operators
Machine( group 5)
Combination
Heavy
Duty MechanicPower Equipment welder,
When
Operators Required To Do
Both(group 4)
Compactor
Self
Propelled
Without
Power Equipment $
Operators
Blade( group 5)
Compactor
With
Power Equipment Blade Self Operators
Propelled( group 4)
Power Equipment
Compactor, Multi-
Operators
engine(group 4)
Power Equipment
Compactor,
Operators
Robotic(group 4)
Compressor( any Power Equipment
Power) 1, 250 Cu Ft
Operators
And Over Total
Capacity( group 5)
Compressor
Operator( any Power Equipment Power) Under 1, 250
$
Operators Cu Ft Total
Capacity( group 6)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
25/ 84
6/ 22/ 26,
11: 55 AM
Journey
Concrete Power Equipment
Level Wages
Batch
Plant And/ or Wet
Operators
76. 09
7B
4G
8111. 11
74. 18
7B
4G
8111. 11
68. 46
7B
4G
8111. 11
69. 70
7B
4G
8111. 11
74. 18
7B
4G
8U
65. 24
7B
4G
8U
$ 74.18
7113
4G
8111. 11
69. 70
7113
4G
8111. 11
Mix( 3 Units Or
More)( groupl)
Concrete Power Equipment
Batch
Plant And/ or Wet Mix Operator( 1&
Operators
2
Drums)( group 2)
Concrete
Batch
Power Equipment Plant
Quality
Operators
Control( group 5)
Concrete Power Equipment
Breaker
assistant To
Operators
Engineer Required)
group 4)
Concrete Power Equipment
Canal
Line, Assistant
Operators
To
Engineer
Required( group 2)
Concrete Curing Power Equipment Machine( riding Operators
Type)(group 6)
Concrete
Diamond
Power Equipment Head Profiler( group Operators 2)
Power Equipment
Concrete Paving
Operators
https://
secure.
Ini. wa. gov/ wagelookup/
Road Mixer( group 4)
rates/ journey-
level-
rates
26/ 84
6/ 22/ 26,
11: 55 AM
Journey
Power Equipment
Level Wages
Concrete
Operators
68. 46
7113
4G
8U
65. 24
7113
4G
8111. 11
74. 18
7113
4G
8111. 11
68. 46
7113
4G
8111. 11
68. 46
7113
4G
8U
68. 46
7113
4G
811111
69. 70
7113
4G
8111. 11
68. 46
7113
4G
811111
68. 46
7113
4G
8111. 11
Planer(group 5)
Power Equipment
Concrete
Operators
Saw( group 6)
Concrete,
Automatic Slip Form Power Equipment Paver( asst To Operators Engineer Required)
group 2)
Concrete, Combination
Mixer
Power Equipment Compressor Operators Operator, Gunite
Work(group 5)
Concrete, Curb Machine Mechanical Power Equipment Berm, Curb And/ or
$
Operators Curb And
Gutter( group 5)
Power Equipment
Concrete, Finishing
Operators
Machine( group 5)
Power Equipment
Concrete, Grout
Operators
Plant( group 4)
Power Equipment
Concrete, Grouting
Operators
Machine( group 5)
Power Equipment
Concrete, Joint
Operators
https://
secure.
Ini. wa. gov/ wagelookup/
Machine( group 5)
rates/ journey-
level-
rates
27/ 84
6/ 22/ 26,
11: 55 AM
Journey
Power Equipment
Concrete,
Operators
Level Wages
Mixer 69. 70
7B
4G
8U
68. 46
7B
4G
8111J
68. 46
7B
4G
8111J
68. 46
7B
4G
8111. 11
68. 46
7B
4G
8U
68. 46
7113
4G
8111. 11
68. 46
7113
4G
8U
69. 70
7B
4G
8111. 11
76
4G
8111. 11
Mobile(group 4)
Concrete,
Mixer
Power Equipment Single Drum Any Operators
Capacity(group 5)
Concrete, Paving Machine
8' And
Power Equipment Less( asst To Operators Engineer Required)
group 5)
Power Equipment
Concrete, Placing
Operators
Boom( group 5)
Power Equipment
Concrete, Pump
Operators
Truck(group 5)
Power Equipment
Concrete,
Operators
Pump(group 5)
Concrete, Power Equipment
Pumperete
Operators
Operator( any Type) group 5)
Concrete, Reinforced
Tank
Power Equipment
Banding Machine Operators asst To Engineer
Required)( group 4)
Power Equipment
Concrete,
Operators
Slip Form
$
68. 46
Pumps, Power Driven Hydraulic
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
28/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Lifting Device For Concrete
Forms( group 5)
Power Equipment
Concrete,
Operators
68. 46
7B
4G
8111J
68. 46
7B
4G
8111. 11
68. 46
7B
4G
8U
65. 24
7B
4G
8111. 11
68. 46
7113
4G
8111.11
69. 70
7B
4G
8111. 11
69. 70
7B
4G
8111. 11
69. 70
7B
4G
8U
Spreader( group 5)
Power Equipment
Concrete,
Operators
Telebelt( group 5)
Concrete, Treated Power Equipment
Base Roller
Operators
Operator,
Oiling( group 5)
Conveyor
Operator
Power Equipment Or Assistant( group
$
Operators 6)
Conveyored Power Equipment Material Operators
Hauler(group 5)
Crane, Bridge Power Equipment
Locomotive, Gantry And
Operators
Overhead( group 4)
Power Equipment
Crane, Carry
Operators
Deck( group 4)
Crane, Chicago Power Equipment Boom&
Similar
Operators
Types( group 4)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
29/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Crane, Floating derrick Barge) 30 Power Equipment
Ton But Less Than
Operators
74. 18
7113
4G
8111. 11
76. 09
7B
4G
8U
78. 25
7113
4G
8U
74. 18
7113
4G
8111. 11
69. 70
7113
4G
8U
150 Ton ( asst To Engineer Required)
group 2)
Crane, Floating 150 Ton But Less Than Power Equipment 250 Ton( asst To Operators Engineer Required)
group 1)
Crane, Floating 250 Ton And Over( asst Power Equipment To Engineer And Operators Deckhand
Required)
group 1)
Crane, Floating Clamshell Power Equipment
3 Cu. Yds.
Over( fireman Or
Operators
Diesel Electric Engineer
Required( group 2)
Crane, Floating Clamshell,
Dragline
Etc. Operator
Under
Power Equipment 3 Cu. Yds. Or Less Operators Than 30 Ton ( dieselelectric Engineer
Required)( group 4)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
30/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Crane, Hydraulic Power Equipment 200 Ton Through
76. 09
7B
4G
8111. 11
74. 18
7B
4G
8111. 11
73. 03
7B
4G
8111. 11
76. 09
7B
4G
8111. 11
74. 18
7B
4G
8111. 11
78. 25
7B
4G
8111J
Operators
399 Ton ( group 1)
Crane, Hydraulic 50 Ton Through Power Equipment
89 Ton
With Luffing Or Tower
Operators
Attach ment(group 2)
Crane, Hydraulic 50 Power Equipment Ton Through 89 Operators
Tons( group 3)
Crane, Hydraulic 90 Ton Through
199
Power Equipment Ton With
Luffing Or
$
Operators Tower Attachment
group 1)
Crane, Hydraulic 90 Power Equipment Ton Through 199 Operators
Ton( group 2)
Crane, Hydraulic Crane 200 Ton Through
300 Ton
Power Equipment With Luffing Or Operators Tower
Attach ment(group 1)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
31/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Crane, Hydraulic Power Equipment Crane 400 Ton And
$
80. 41
7113
4G
8111. 11
80. 41
7113
4G
8111. 11
69. 70
7113
4G
8111J
78. 25
7113
4G
8111. 11
78. 25
7113
4G
8111. 11
80. 41
7113
4G
8111. 11
73. 03
7113
4G
8111. 11
Operators
Over( group 1)
Crane, Hydraulic Crane Over 300 Ton Through
399 Ton
Power Equipment With Luffer Or Operators Tower
Attach ment(group 1)
Crane, Hydraulic Power Equipment Under 50 Ton( group
$
Operators 4)
Crane, Lattice Boom Power Equipment
200 Ton Through
Operators
299 Ton, With Over
200' Boom( group 1)
Crane, Lattice Boom Power Equipment 300 Ton Through Operators
399 Ton( group 1)
Crane, Lattice Boom Power Equipment
300 Ton Through
Operators
399 Ton, With Over
200' Boom( group 1)
Crane, Lattice Boom Power Equipment
50 Ton Through
Operators
89
Ton With 150' Boom
Or Less( group 3)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
32/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Crane, Lattice Boom Power Equipment
50 Ton Through
Operators
89 74. 18
7113
4G
8U
74. 18
7113
4G
8U
69. 70
7113
4G
8U
76. 09
7113
4G
8U
76. 09
7113
4G
8111. 11
73. 03
7113
4G
8U
Ton With Over 150' Boom
Crane, Lattice Boom Power Equipment
90 Ton Through 199 Ton With 150' - 200'
Operators
Boom( group 2)
Crane, Lattice Boom Power Equipment Under 50 Ton( group
$
Operators 4)
Crane, Lattice Boom, 200 Ton Power Equipment Through
299 Ton
Operators With 200' Boom Or
Less( group 1)
Crane, Lattice Boom, 90 Ton Power Equipment Through 199 Ton Operators With Over 200'
Boom ( group 1)
Crane, Shovel, Dragline Or Clamshell
3 Cu. Yds.
Power Equipment But Less Than 5 Cu.
$
Operators Yds. ( asst To Engineer Required)
group 3)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
33/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Crane, Tower Crane With 175' Tower Or Power Equipment Less And With Less
$
74. 18
7B
4G
8U
76. 09
7B
4G
8U
65. 24
7B
4G
8U
76. 09
7B
4G
8U
74.18
7B
4G
8U
65. 24
7B
4G
8U
65. 24
7B
4G
8U
74. 18
7B
4G
8U
65. 24
7B
4G
8U
7B
4G
8U
Operators
Than 200' Jib( group 2)
Crane, Tower Crane Power Equipment
With Over 175
Operators
Tower Or Over 200'
Jib( group 1)
Power Equipment
Crane,
Operators
Tugger( group 6)
Crane, Whirley 90 Power Equipment Ton And Over Operators
group 1)
Crane, Whirley Power Equipment Under 90 Ton( group
$
Operators 2)
Power Equipment
Crusher
Operators
Feederman( group 6)
Power Equipment
Crusher Oiler( group
Operators
6)
Power Equipment
Crusher Plant(group 2)
Operators
Power Equipment Deckhand( group
6)
$
Operators
Power Equipment
Derrick Operator
Operators
https://
secure.
Ini. wa. gov/ wagelookup/
69. 70
Under 100 Ton ( two
rates/ journey-
level-
rates
34/ 84
6/ 22/ 26,
11: 55 AM
Journey
Operators
Level Wages
Required
When Swing Control
Is Remote
From Hoist)(group 4)
Diesel- electric Power Equipment Engineer( plant Or
69. 70
7B
4G
8111. 11
69. 70
7B
4G
8111. 11
65. 24
7B
4G
811. 11
69. 70
7B
4G
8111. 11
68. 46
7B
4G
8111. 11
69. 70
7B
4G
8U
68. 46
7B
4G
8111. 11
69. 70
7B
4G
8111. 1 1
Operators
Floating)(group 4)
Directional
Drill
Power Equipment Over 20, 000 Lbs Operators
Pullback( group 4)
Power Equipment
Drill Assistant( group
Operators
6)
Power Equipment
Drill Cat
Operators
Operator( group 4)
Drill Directional Power Equipment
Type Less Than
Operators
20, 000 Lbs
Pullback( group 5)
Drill Doctor And/ or Power Equipment bit Grinder)( group
$
Operators 4)
Power Equipment
Drill Mud
Operators
Mixer( group 5)
Power Equipment
Drill Oscillator( group 4)
Operators
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
35/ 84
6/ 22/ 26,
11: 55 AM
Journey
Power Equipment
Level Wages
Drill, Directinal
Operators
65. 24
7B
4G
8U
69. 70
7B
4G
8U
68. 46
7B
4G
8U
68. 46
7B
4G
8U
68. 46
7B
4G
8U
73. 03
7B
4G
8U
69. 70
7B
4G
8U
7B
4G
8U
Locator(group 6)
Driller, Percussion, Diamond, Core, Power Equipment Cable,
Rotary&
Operators
Similar Type(group 4)
Elevating Grader Operator, Tractor Power Equipment Towed
Requiring
Operators Operator
Or
Grader( group 5)
Elevating Loader Power Equipment Operator( any Type)
$
Operators
group 5)
Elevator To Move Power Equipment Personnel
Or
Operators
Materials(group 5)
Excavator Power Equipment
Over
80, 000 Lbs
Operators
Through
130, 000
Lbs(group 3)
Excavator Power Equipment
Operator,
Over 20, 000 Lbs
Operators
Through
80, 000
Lbs(group 4)
Power Equipment
Excavator Operator,
Operators
https://
secure.
Ini. wa. gov/ wagelookup/
$
74. 18
Over 130, 000
rates/ journey-
level-
rates
36/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Lbs( group 2)
Power Equipment Fireman( group
6)
65. 24
7B
4G
8111. 1 1
80. 41
7B
4G
8111. 1 1
65. 24
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8111. 1 1
65. 24
7B
4G
8U
69. 70
7B
4G
8111. 11
69. 70
7B
4G
8U
69. 70
7B
4G
8U
65. 24
7B
4G
8111. 1 1
Operators
Floating, Crane 350 Ton And Over( asst Power Equipment To Engineer And Operators Deckhand
Required)
group 1)
Power Equipment Fork Lift( group
6)
Operators
Fork Lift, Over 10 Power Equipment Ton Or Operators
Robotic( group 5)
Power Equipment
Generator
Operators
Operator( group 4)
Power Equipment
Grade
Operators
Checker(group 6)
Grade Setter/ Power Equipment Layout From Operators
Plans( group 4)
Power Equipment Grade- all( group
4)
Operators
Guardrail
Machines,
Power Equipment I. e. Punch, Auger, Operators
Etc.( group 4)
Power Equipment
Guardrail
Operators
https://
secure.
Ini. wa. gov/ wagelookup/
Punch
Oiler( group 6) rates/ journey-
level-
rates
37/ 84
6/ 22/ 26,
11: 55 AM
Journey
Power Equipment
Level Wages
Hammer Operator
Operators
69. 70
7B
4G
8111. 11
65. 24
7B
4G
8111J
74. 18
7B
4G
8111. 11
68. 46
7B
4G
8111. 1 1
$ 65. 24
7B
4G
8U
76. 09
7B
4G
8111J
68. 46
7B
4G
8111. 11
69. 70
7B
4G
8111. 11
69. 70
7B
4G
8U
pile Driver)(group 4)
Heavy Duty Power Equipment Repairman Operators
Assistant( group 6)
Heavy Equipment Power Equipment
Robotics Operator
Operators
Or Mechanic(group 2)
Power Equipment
Helicopter
Operators
Hoist( group 5)
Helicopter Power Equipment Radioman ( ground) Operators
group 6)
Helicopter When Power Equipment Used In Erecting Operators
Workcrane(group 1)
Hoist Operator, Power Equipment Single Drum( group
$
Operators 5)
Power Equipment
Hoist, 2 Drums Or
Operators
More(group 4)
Hoist, Stiff Leg, Guy Power Equipment
Derrick Or Similar
Operators
Type, 50 Ton And
Over(group 4)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
38/ 84
6/ 22/ 26,
11: 55 AM
Journey
Hydraulic
Level Wages
Backhoe
Track Type Up To Power Equipment And
Including
68. 46
7B
4G
8111. 11
68. 46
7113
4G
8111. 11
65. 24
7113
4G
8111. 11
69. 70
7B
4G
8111J
65. 24
7B
4G
8111. 11
65. 24
7B
4G
8111. 1 1
68. 46
7B
4G
8U
69. 70
7B
4G
8111. 1
Operators
20, 000 Lbs( group 5)
Hydraulic
Backhoe
Power Equipment Wheel Type( any Operators
Make)(group 5)
Power Equipment
Hydraulic
Operators
Pipe
Press(group 6)
Hydro Axe( loader Power Equipment Mounted Or Similar
$
Operators
Type)( group 4)
Hydrographic Power Equipment
Seeder Machine
Operators
Straw, Pulp Or Seed( group 6)
Power Equipment
Hydrostatic Pump
Operators
Operator( group 6)
Internal
Full Slab
Power Equipment Vibrator Operators
Operator(group 5)
Jack Operator,
Elevating Barges, Power Equipment
Barge Operator,
Operators
Self- unloading( asst To Engineer
Required)( group 4)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
39/ 84
6/ 22/ 26,
11: 55 AM
Journey
Power Equipment
Level Wages
Laser Screed( group
Operators
68. 46
7B
4G
8U
80. 41
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8U
74.18
7B
4G
8U
73. 03
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8U
5)
Lattice Boom Crane Power Equipment 400 Ton And Operators
Over( group 1)
Lime Spreader, Power Equipment Construction
Job
Operators
Site( group 5)
Loaders Operator, Front End& Power Equipment
Overhead, 25, 000
Operators
Lbs And Less Than
60, 000 Lbs( group 4)
Loaders, 120, 000 Power Equipment Lbs And Operators
Above(group 2)
Loaders, 60, 000 Power Equipment
Lbs And Less Than
Operators
120, 000 Lbs( group 3)
Loaders, RubberPower Equipment
tire Type, Less Than
Operators
25, 000 Lbs( group 5)
Power Equipment
Log Skidders( group 4)
Operators
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
40/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Master Power Equipment
Environmental
Operators
74. 18
7B
4G
8U
65. 24
7B
4G
8U
69. 70
7B
4G
8U
65. 24
7B
4G
8U
65. 24
7B
4G
8U
65. 24
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
Maintenance
Mechanic(group 2)
Power Equipment
Material
Operators
Handler(group 6)
Power Equipment
Mechanic, Heavy
Operators
Duty(group 4)
Power Equipment
Mixer Box( c.t.b., Dry
Operators
Batch, Etc.)(group 6)
Power Equipment Oiler( group 6) Operators
Power Equipment
Parts Man ( tool
Operators
Room)( group 6)
Pavement Power Equipment
Grinder
And Or Grooving
Operators
Machine( riding Type)(group 5)
Pile Driver Operator Power Equipment
not Crane Type)
Operators
asst To Engineer
Required)(group 4)
Pipe Bending, Power Equipment
Cleaning, Doping
Operators
And Wrapping Machines( group 4)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
41/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Pipe, Cast In Place Power Equipment Pipe
Laying
68. 46
7B
4G
8111. 11
65. 24
7B
4G
8111. 11
65. 24
7B
4G
8111. 11
68. 46
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8111. 11
65. 24
7113
4G
8U
68. 46
7B
4G
8111. 11
68. 46
7B
4G
8U
7B
4G
8111. 11
Operators
Machine( group 5)
Power Equipment Plant Oiler( group 6)
$
Operators
Power Equipment
Pump( any Power)
Operators
group 6)
Pump Operator, Power Equipment More Than 5 Pumps
$
Operators
any Size)(group 5)
Rail, Ballast Compactor, Power Equipment Regulator
Or
Operators Tamper
Machines( group 5)
Rail, Ballast Tamper Power Equipment MultiOperators
purpose( group 4)
Rail, Brakeman, Power Equipment Switchman, Operators
Motorman( group 6)
Power Equipment
Rail, Car
Operators
Mover( group 5)
Power Equipment
Rail, Clip
Operators
Applicator( group 5)
Rail, High Rail Self
Power Equipment Operators
https://
secure.
Ini. wa. gov/ wagelookup/
68. 46
Loader Truck( group
rates/ journey-
level-
rates
42/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
5)
Power Equipment
Rail, Lo- railer(group
Operators
68. 46
7B
4G
8U
68. 46
7B
4G
8U
68. 46
7B
4G
8U
68. 46
7B
4G
8U
65. 24
7B
4G
8U
65. 24
7B
4G
8U
68. 46
7B
4G
8U
74. 18
7B
4G
8U
65. 24
7B
4G
8U
65. 24
7B
4G
8U
5)
Rail, Locomotive, Power Equipment
40
Ton And Over( asst
Operators
To Engineer
Required)( group 5)
Power Equipment
Rail, Shuttle Car
Operators
Operator( group 5)
Rail, Power Equipment
Speedswing( group
$
Operators 5)
Power Equipment
Rail,
Operators
Switchman( group 6)
Rail, Tamping Power Equipment
Machine,
Operators
Mechanical,
Self-
propelled( group 6)
Power Equipment
Rail, Track
Operators
Liner( group 5)
Remote Controlled Power Equipment Earth
Moving
Operators
Equipment( group 2)
Power Equipment Rigger( group
6)
Operators
Power Equipment
Roller Grading( not
Operators
https://
secure.
Ini. wa. gov/ wagelookup/
Asphalt)( group 6) rates/ journey-
level-
rates
43/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Rubber- tired Dozers Power Equipment And Pushers( group
$
69. 70
7B
4G
8U
69. 70
7B
4G
8U
68. 46
7B
4G
8U
74. 18
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
68. 46
7B
4G
8U
65. 24
7B
4G
8U
Operators 4)
Power Equipment
Scraper All
Operators
Types( group 4)
Power Equipment
Service Oiler
Operators
greaser)( group 5)
Shovel, Dragline, Power Equipment Clamshell, 5 Yards Operators
And Over(group 2)
Power Equipment Side- boom( group 4)
$
Operators
Power Equipment
Skip Loader, Drag
Operators
Box(group 4)
Stump Grinder Power Equipment
loader Mounted
Operators
Or
Similar Type)(group 4)
Power Equipment
Surface Heater And
Operators
Planer( group 4)
Sweeper SelfPower Equipment
propelled,
Operators
Construction
Job
Site( group 5)
Tar Pot Fireman Power Equipment power
Agitated) Or
$
Operators
Not(group 6)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
44/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Tractor RubberPower Equipment
tired, 50 Hp 68. 46
71113
4G
8U
69. 70
71113
4G
8U
69. 70
71113
4G
8U
68. 46
7113
4G
8U
65. 24
71113
4G
8U
68. 46
71113
4G
8U
68. 46
71113
4G
8U
68. 46
71113
4G
8U
Flywheel&
Operators
Under(group 5)
Tractor, RubberPower Equipment tired Over 50
Hp
Operators
Flywheel( group 4)
Trenching Machine 3 Ft Depth And Power Equipment Deeper( asst To The
$
Operators Operator
If
Required)( group 4)
Trenching Machine Power Equipment
Operator, Maximum
Operators
Digging Capacity 3 Ft Depth( group 5)
Power Equipment
Truck Crane Oiler-
Operators
driver(group 6)
Power Equipment
Truck, All Terrain Or
Operators
Track Type( group 5)
Power Equipment
Truck, Barrel
Operators
Type(group 5)
Power Equipment
Truck, Boom( group
Operators
https://
secure.
Ini. wa. gov/ wagelookup/
5)
rates/ journey-
level-
rates
45/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Truck, Off- road Power Equipment
Trucks, Articulated
Operators
68. 46
7B
4G
8U
68. 46
7B
4G
8U
68. 46
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
76. 09
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
And Non- articulated
Trucks( group 5)
Truck, Off raod Power Equipment
Trucks, Articulated
Operators
And Non- articulated
Trucks( group 5)
Power Equipment
Truck,
Operators
Vacuum( group 5)
Power Equipment
Truck, Water( group
Operators
5)
Power Equipment
Tub Grinder( group 4)
Operators
Tunnel Boring Power Equipment Machine Operators
Mechanic(group 4)
Power Equipment
Tunnel Boring
Operators
Machine( group 1)
Power Equipment
Tunnel Segment
Operators
Plant( group 4)
Power Equipment
Tunnel Separation
Operators
Plant( group 4)
Power Equipment
Tunnel Shaef
Operators
https://
secure.
Ini. wa. gov/ wagelookup/
Loader( group 4)
rates/ journey-
level-
rates
46/ 84
6/ 22/ 26,
11: 55 AM
Journey
Power Equipment
Level Wages
Tunnel, Locomotive,
Operators
68. 46
7B
4G
8U
76. 09
7B
4G
8U
69. 70
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
74. 18
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
65. 24
7B
4G
8U
Dinkey(group 5)
Tunnel, Micro Power Equipment
Boring Tunnel Operators
Machine( group 1)
Power Equipment
Tunnel, Mucking
Operators
Machine( group 4)
Tunnel, Power Power Equipment Jumbo
Setting Slip
$
Operators
Forms, Etc.(group 5)
Power Equipment
Tunnel, Shield
Operators
Operator( group 4)
Ultra High Pressure Power Equipment
Water Jet Cutting
Operators
Tool System
Operator( group 4)
Underwater Power Equipment
Equipment,
Operators
Remote
Or Otherwise( group 2)
Vacuum Blasting Power Equipment Machine Operators
Operator( group 4)
Power Equipment
Water Pulls, Water
Operators
Wagon( group 4)
Power Equipment
Welder' s
Operators
https://
secure.
Ini. wa. gov/ wagelookup/
Assistant( group 6)
rates/ journey-
level-
rates
47/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Welder; Heavy Duty, Power Equipment Certified
Or
69. 70
7B
4G
8111. 1 1
65. 24
7B
4G
8111J
74. 18
7113
4G
8111. 11
65. 24
7113
4G
8111. 11
65. 24
7B
4G
8111. 1 1
74. 18
7B
4G
8111. 11
68. 46
7B
4G
8111. 1 1
68. 46
7113
4G
8111. 1 1
Operators
Not(group 4)
Power Equipment
Welding
Operators
Machine( group 6)
Wheel Excavation Power Equipment
Any Size( grade
Operators
Oiler Required)
group 2)
Wire Mat Or Power Equipment
Brooming Operators
Machine( group 6)
Power Equipment Air Filtration Operators-
Underground
Equipment( group 6) Sewer&
Water
Asphalt Plant( any Power Equipment Type) ( assistant Operators- Underground Engineer Required) Sewer&
Water
group 2)
Asphalt, Burner& Power Equipment OperatorsSewer&
Reconditioner(
Underground
Water
any
Type),( asst To Engineer If
Required)( group 5)
Power Equipment OperatorsSewer&
https://
secure.
Asphalt, Extrusion
Underground
Water
Ini. wa. gov/ wagelookup/
Machine
Operator( group 5)
rates/ journey-
level-
rates
48/ 84
6/ 22/ 26,
11: 55 AM
Journey
Power Equipment OperatorsSewer&
Level Wages
Asphalt, Paver
Underground
Water
screed Man
69. 70
7B
4G
8111. 11
65. 24
7B
4G
8U
65. 24
7B
4G
8111J
68. 46
7B
4G
8111. 11
69. 70
7B
4G
8111. 11
74. 18
7B
4G
8111. 11
68. 46
7B
4G
8111. 11
69. 70
7B
4G
8111. 11
Required)( group 4)
Power Equipment Asphalt, Pugmill Operators-
Underground
any Type)(group 6) Sewer&
Water
Power Equipment Asphalt, Operators-
Underground
Raker( group 6) Sewer&
Water
Power Equipment OperatorsSewer&
Asphalt, Roller( any
Underground
Water
Asphalt Mix)( group
$
5)
Asphalt, Roto- mill, Power Equipment Pavement
Profiler
Operators- Underground Under 8 Ft Lateral Sewer&
Water
Cut( group 4)
Asphalt, Roto- mill, Power Equipment Pavement
Profiler, 8
Operators- Underground Ft Lateral Cut& Sewer&
Water
Over(group 2)
Asphalt, Roto- mill, Power Equipment Pavement
Profiler,
Operators- Underground
Groundman( group Sewer&
Water 5)
Power Equipment Asphalt, Operators-
Underground
Screed( group 4) Sewer&
https://
secure.
Water
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
49/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Asphalt, Truck Power Equipment Mounted
Spreader,
Operators- Underground
65. 24
7113
4G
8111. 1 1
65. 24
7113
4G
8111. 1 1
74. 18
7113
4G
8111. 11
69. 70
7113
4G
8111. 11
69. 70
7113
4G
8111. 11
74. 18
7113
4G
8111J
With Screed( group Sewer&
Water 6)
Power Equipment OperatorsSewer&
Underground
Auger Oiler( group
6)
$
Water
Auto Grader Or Power Equipment
trimmer"( grade Operators- Underground Checker Sewer&
Required)
Water
group 2)
Back Filling Machine Power Equipment assistant To Operators- Underground Engineer Required) Sewer&
Water
group 4)
Backhoe, Robotic, Track And Wheel Power Equipment OperatorsSewer&
Type Up To And
Underground
Water
Including 20, 000 Lbs. With Any Attach ments( group 4)
Band Wagons( in Power Equipment Conjuction Operators-
With
Underground Whell Excavator)
Sewer&
Water
group 2)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
50/ 84
6/ 22/ 26,
11: 55 AM
Journey
Power Equipment OperatorsSewer&
Level Wages
Bell Man ( any Type
Underground
Water
Of Comunication)
65. 24
7B
4G
8U
69. 70
7B
4G
8111. 11
74.18
7B
4G
8111J
65. 24
7113
4G
8111. 11
69. 70
7B
4G
8U
65. 24
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8111J
group 6)
Power Equipment
Blade Any Operators-
Underground
Type(group 4) Sewer&
Water
Power Equipment Blade, Operators-
Underground
Robotic( group 2) Sewer&
Water
Power Equipment OperatorsSewer&
Underground
Boatman( group
6)
Water
Power Equipment Boatman, Operators-
Underground
Licensed( group 4) Sewer&
Water
Power Equipment Bobcat, Skid Steer Operators-
Underground
1yd)( group 6) Sewer&
Water
Boom Type Lifting Power Equipment Device, 5 Ton Operators-
Underground
Capacity Or Sewer&
Water
Less(group 5)
Power Equipment OperatorsSewer&
https://
secure.
Boring Machine
Underground
Water
Ini. wa. gov/ wagelookup/
asst To Engineer
Required)( group 4)
rates/ journey-
level-
rates
51/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Broom SelfPower Equipment
propelled, Operators- Underground Construction Sewer&
65. 24
7113
4G
8111. 1 1
68. 46
7113
4G
8111. 1 1
69. 70
7113
4G
8111. 11
73. 03
7113
4G
8111.11
74.18
7113
4G
8111.11
74. 18
7113
4G
8111. 11
69. 70
7113
4G
8111. 1 1
Job
Water
Site( group 6)
Bulldozer Operator, Power Equipment 20, 000 Lbs Or Less, Operators- Underground Or 100 Horse Or Sewer&
Water
Less(group 5)
Bulldozer Operator, Power Equipment OperatorsSewer&
Over 20, 000 Lbs
Underground
Water
And More Than 100
$
Horse Up To 70,000 Lbs( group 4)
Bulldozer Over Power Equipment OperatorsSewer&
70, 000 Lbs Up To
Underground
Water
And Including
120, 000 Lbs(group 3)
Power Equipment OperatorsSewer&
Bulldozer Over
Underground
Water
120, 000 Lbs And
Above( group 2)
Power Equipment Bulldozer Robotic Operators-
Underground
Equipment( group 2) Sewer&
Water
Power Equipment
Cable- plow( any Operators-
Underground
Type)(group 4) Sewer&
https://
secure.
Water
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
52/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Power Equipment
Cableway 25 Ton& Operators-
Underground
74. 18
7113
4G
8111. 1 1
69. 70
7113
4G
811. 11
74.18
7113
4G
8U
69. 70
7113
4G
8111. 11
68. 46
7113
4G
8111. 1 1
$ 69. 70
7113
4G
81111
68. 46
7113
4G
8U
69. 70
7113
4G
8111. 11
68. 46
7113
4G
8111. 1 1
Over(group 2) Sewer&
Water
Power Equipment
Cableway Up To 25 Operators-
Underground
Ton( group 4) Sewer&
Water
Power Equipment OperatorsSewer&
Canal Trimmer
Underground
Water
grade Oiler
Required)( group 2)
Power Equipment
Cat Drill ( john Operators-
Underground
Henry)(group 4) Sewer&
Water
Power Equipment Cement Operators-
Underground
Pump(group 5) Sewer&
Water
Power Equipment OperatorsSewer&
Underground
Challenger( group 4)
Water
Power Equipment
Chip Spreading Operators- Underground
Machine(group 5) Sewer&
Water
Power Equipment OperatorsSewer&
Chippers( asst To
Underground
Water
Required)( group 4)
Power Equipment OperatorsSewer&
https://
secure.
Churn Drill&
Underground
Water
Ini. wa. gov/ wagelookup/
Engineer If
Earth
Boring Machine( group 5)
rates/ journey-
level-
rates
53/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Combination Heavy Power Equipment OperatorsSewer&
Duty Mechanic-
Underground
Water
welder, When
69. 70
71113
4G
8111. 11
68. 46
7113
4G
8111. 11
69. 70
71113
4G
8111. 11
69. 70
7B
4G
8111. 11
69. 70
7B
4G
8111J
68. 46
71113
4G
8111. 11
65. 24
7B
4G
8111J
7B
4G
8111J
Required To Do
Both( group 4)
Power Equipment OperatorsSewer&
Underground
Water
Sewer&
Self
Propelled
Without
$
Blade( group 5)
Power Equipment Operators-
Compactor
Compactor
Underground
Water
With
Blade Self
Propelled( group 4)
Power Equipment Compactor, MultiOperators-
Underground
engine(group 4) Sewer&
Water
Power Equipment Compactor, Operators-
Underground
Robotic( group 4) Sewer&
Water
Compressor( any Power Equipment Power) 1, 250 Cu Ft Operators-
Underground And Over Total
Sewer&
Water
Capacity(group 5)
Compressor Power Equipment OperatorsSewer&
Operator( any
Underground
Water
Power) Under 1, 250
$
Cu Ft Total
Capacity( group 6)
Power Equipment Operators-
https://
secure.
Concrete
Underground
Ini. wa. gov/ wagelookup/
rates/ journey-
Batch
76. 09
Plant And/ or Wet
level-
rates
54/ 84
6/ 22/ 26,
11: 55 AM
Sewer&
Journey
Water
Level Wages
Mix( 3 Units Or
More) (groupl)
Concrete
Batch
Power Equipment Plant And/ or Wet Operators-
Underground Mix Operator( 1&
Sewer&
74. 18
7B
4G
8111J
68. 46
7B
4G
8111J
69. 70
7B
4G
8111. 11
74. 18
7113
4G
8111. 11
65. 24
7B
4G
8111. 11
74. 18
7B
4G
8U
69. 70
7B
4G
8U
7B
4G
8111. 11
2
Water
Drums)(group 2)
Power Equipment OperatorsSewer&
Concrete
Underground
Water
Batch
Plant Quality
Control( group 5)
Concrete
Breaker
Power Equipment assistant To Operators-
Underground Engineer Required)
Sewer&
Water
group 4)
Concrete
Canal
Power Equipment Line, Assistant To Operators-
Underground Engineer
Sewer&
Water
Required( group 2)
Power Equipment OperatorsSewer&
Concrete Curing
Underground
Water
Type)( group 6)
Power Equipment OperatorsSewer&
Machine( riding
Concrete
Underground
Water
Diamond
Head Profiler( group
$
2)
Power Equipment
Concrete Paving Operators-
Underground
Road Mixer(group 4) Sewer&
Water
Power Equipment Operators-
https://
secure.
Concrete
Underground
Ini. wa. gov/ wagelookup/
rates/ journey-
68. 46
Planer(group 5) level-
rates
55/ 84
6/ 22/ 26,
11: 55 AM
Sewer&
Journey
Level Wages
Water
Power Equipment Concrete Operators-
Underground
65. 24
7113
4G
8111. 11
74. 18
7113
4G
8111. 11
68. 46
7113
4G
8111J
68. 46
7113
4G
8U
68. 46
7113
4G
8U
69. 70
7113
4G
8111J
68. 46
7113
4G
8111. 11
Saw( group 6) Sewer&
Water
Concrete, Power Equipment OperatorsSewer&
Automatic Slip Form
Underground
Water
Paver( asst To Engineer Required)
group 2)
Concrete, Power Equipment OperatorsSewer&
Combination
Underground
Water
Mixer
Compressor Operator, Gunite
Work(group 5)
Concrete, Curb Power Equipment OperatorsSewer&
Machine Mechanical
Underground
Water
Berm, Curb And/ or
$
Curb And
Gutter( group 5)
Power Equipment
Concrete, Finishing Operators-
Underground
Machine(group 5) Sewer&
Water
Power Equipment
Concrete, Grout Operators-
Underground
Plant( group 4) Sewer&
Water
Power Equipment
Concrete, Grouting Operators-
Underground
Machine(group 5) Sewer&
https://
secure.
Water
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
56/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Power Equipment Concrete, Joint Operators-
Underground
68. 46
7B
4G
8U
69. 70
7B
4G
8111. 11
68. 46
7B
4G
8111J
68. 46
7B
4G
8111J
68. 46
7B
4G
8111. 11
68. 46
7B
4G
8111. 11
68. 46
7B
4G
8U
68. 46
7B
4G
8111. 11
Machine(group 5) Sewer&
Water
Power Equipment Concrete, Operators-
Mixer
Underground
Mobile(group 4) Sewer&
Water
Power Equipment OperatorsSewer&
Concrete,
Underground
Water
Mixer
Single Drum Any
Capacity(group 5)
Concrete, Paving Power Equipment OperatorsSewer&
Machine
Underground
Water
8' And
Less( asst To Engineer Required)
group 5)
Power Equipment
Concrete, Placing Operators-
Underground
Boom(group 5) Sewer&
Water
Power Equipment
Concrete, Pump Operators-
Underground
Truck(group 5) Sewer&
Water
Power Equipment Concrete, Operators-
Underground
Pump(group 5) Sewer&
Water
Concrete, Power Equipment Pumperete Operators- Underground
Operator( any Type) Sewer&
Water
group 5)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
57/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Concrete, Power Equipment OperatorsSewer&
Reinforced
Underground
Water
Tank
Banding Machine
69. 70
7B
4G
8U
68. 46
7B
4G
8U
68. 46
7B
4G
8U
68. 46
7B
4G
8U
68. 46
7B
4G
8U
65. 24
7B
4G
8U
68. 46
7B
4G
8U
asst To Engineer
Required)( group 4)
Concrete, Slip Form Pumps, Power Power Equipment Driven Hydraulic Operators-
Underground
Lifting Device For Sewer&
Water Concrete
Forms( group 5)
Power Equipment Concrete, Operators-
Underground
Spreader(group 5) Sewer&
Water
Power Equipment Concrete, Operators-
Underground
Telebelt(group 5) Sewer&
Water
Concrete, Treated Power Equipment Base Roller Operators-
Underground Operator,
Sewer&
Water
Oiling(group 5)
Power Equipment OperatorsSewer&
Conveyor
Underground
Water
Sewer&
https://
secure.
$
Conveyored
Underground
Water
Ini. wa. gov/ wagelookup/
Or Assistant( group 6)
Power Equipment Operators-
Operator
Material
Hauler( group 5)
rates/ journey-
level-
rates
58/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Crane, Bridge Power Equipment
Locomotive, Gantry Operators- Underground
69. 70
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
74. 18
7B
4G
8U
76. 09
7B
4G
8U
78. 25
7B
4G
8U
And Sewer&
Water
Overhead( group 4)
Power Equipment
Crane, Carry Operators-
Underground
Deck(group 4) Sewer&
Water
Power Equipment OperatorsSewer&
Crane, Chicago
Underground
Water
Boom&
Similar
Types( group 4)
Crane, Floating derrick Barge) 30 Power Equipment Ton But Less Than Operators- Underground 150 Ton ( asst To Sewer&
Water Engineer Required)
group 2)
Crane, Floating 150 Power Equipment OperatorsSewer&
Ton But Less Than
Underground
Water
250 Ton( asst To Engineer Required)
group 1)
Crane, Floating 250 Power Equipment
Ton And Over( asst
Operators- Underground
To Engineer And
Sewer&
Deckhand
Water
Required)
group 1)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
59/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Crane, Floating Clamshell
3 Cu. Yds.
Power Equipment Over( fireman Or Operators-
Underground
74. 18
7B
4G
8111. 11
69. 70
7B
4G
8U
76. 09
7B
4G
8111. 11
74. 18
7B
4G
8111. 11
73. 03
7B
4G
8U
7B
4G
8111. 11
Diesel Electric Sewer&
Water Engineer
Required( group 2)
Crane, Floating Clamshell, Power Equipment OperatorsSewer&
Dragline
Etc. Operator
Underground
Water
Under
3 Cu. Yds. Or Less Than 30 Ton ( dieselelectric Engineer
Required)( group 4)
Power Equipment OperatorsSewer&
Crane, Hydraulic
Underground
Water
200 Ton Through
399 Ton ( group 1)
Crane, Hydraulic Ton Through
50
89 Ton
Power Equipment
With Luffing Or Operators-
Underground Tower
Sewer&
Water
Attach ment( group 2)
Power Equipment OperatorsSewer&
Crane, Hydraulic 50
Underground
Water
Tons( group 3)
Power Equipment OperatorsSewer&
https://
secure.
Crane, Hydraulic 90
Underground
Water
Ini. wa. gov/ wagelookup/
Ton Through 89
Ton Through
$ 76. 09
199
Ton With Luffing Or
rates/ journey-
level-
rates
60/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Tower Attachment
group 1)
Power Equipment OperatorsSewer&
Crane, Hydraulic 90
Underground
Water
Ton Through 199
74.18
7113
4G
8111J
78. 25
7B
4G
8U
80. 41
7113
4G
8111. 11
80. 41
7113
4G
8111. 11
69. 70
7113
4G
8111J
78. 25
7113
4G
8111. 11
Ton( group 2)
Crane, Hydraulic Crane 200 Ton Power Equipment OperatorsSewer&
Through
Underground
Water
With
300 Ton
Luffing Or
Tower
Attach ment( group 1)
Power Equipment OperatorsSewer&
Crane, Hydraulic
Underground
Water
Crane 400 Ton And
$
Over( group 1)
Crane, Hydraulic Crane Over 300 Ton Power Equipment OperatorsSewer&
Through
Underground
Water
399 Ton
With Luffer Or Tower
Attach ment( group 1)
Power Equipment OperatorsSewer&
Crane, Hydraulic
Underground
Water
Under 50 Ton( group
$
4)
Crane, Lattice Boom Power Equipment 200 Ton Through Operators-
Underground 299 Ton, With Over
Sewer&
Water
200' Boom( group 1)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
61/ 84
6/ 22/ 26,
11: 55 AM
Journey
Power Equipment OperatorsSewer&
Level Wages
Crane, Lattice Boom
Underground
Water
300 Ton Through
78. 25
7B
4G
8U
80. 41
7B
4G
8U
73. 03
7B
4G
8U
74. 18
7B
4G
8U
74. 18
7B
4G
8U
69. 70
7B
4G
8U
76. 09
7B
4G
8U
399 Ton( group 1)
Crane, Lattice Boom Power Equipment 300 Ton Through Operators- Underground 399 Ton, With Over Sewer&
Water
200' Boom( group 1)
Crane, Lattice Boom Power Equipment 50 Ton Through
89
Operators- Underground Ton With 150' Boom Sewer&
Water
Or Less( group 3)
Crane, Lattice Boom Power Equipment 50 Ton Through
89
Operators- Underground Ton With Over 150' Sewer&
Water Boom
Crane, Lattice Boom Power Equipment 90 Ton Through 199 Operators- Underground Ton With 150' - 200' Sewer&
Water
Boom( group 2)
Power Equipment OperatorsSewer&
Crane, Lattice Boom
Underground
Water
Under 50 Ton( group
$
4)
Crane, Lattice Power Equipment OperatorsSewer&
Boom, 200 Ton
Underground
Water
Through
299 Ton
With 200' Boom Or
Less( group 1)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
62/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Crane, Lattice Power Equipment OperatorsSewer&
Boom, 90 Ton
Underground
Water
Through 199 Ton
76. 09
7113
4G
8111. 11
$
73. 03
7113
4G
8111. 11
$
74. 18
7113
4G
8111. 11
76. 09
7113
4G
8111. 11
65. 24
7113
4G
8111. 11
76. 09
7113
4G
8U
7113
4G
8U
With Over 200'
Boom ( group 1)
Crane, Shovel, Dragline Or Power Equipment OperatorsSewer&
Clamshell
Underground
Water
3 Cu. Yds.
But Less Than 5 Cu. Yds.( asst To Engineer Required)
group 3)
Crane, Tower Crane Power Equipment OperatorsSewer&
With 175' Tower Or
Underground
Water
Less And With Less
Than 200' Jib( group 2)
Crane, Tower Crane Power Equipment With Over 175' Operators-
Underground Tower Or Over 200'
Sewer&
Water
Jib( group 1)
Power Equipment Crane, Operators-
Underground
Tugger(group 6) Sewer&
Water
Power Equipment OperatorsSewer&
Crane, Whirley 90
Underground
Water
group 1)
Power Equipment Operators-
https://
secure.
Crane, Whirley
Underground
Ini. wa. gov/ wagelookup/
Ton And Over
rates/ journey-
74.18
Under 90 Ton( group level-
rates
63/ 84
6/ 22/ 26,
11: 55 AM
Sewer&
Journey
Water
Level Wages
2)
Power Equipment Crusher Operators-
Underground
65. 24
7B
4G
8111. 11
65. 24
7B
4G
811. 11
74. 18
7B
4G
811. 11
65. 24
7B
4G
8111. 11
69. 70
7B
4G
811. 11
69. 70
7B
4G
8111. 11
69. 70
7B
4G
8111. 1 1
7B
4G
811. 11
Feederman( group 6) Sewer&
Water
Power Equipment
Crusher Oiler(group Operators-
Underground 6)
Sewer&
Water
Power Equipment
Crusher Plant( group Operators-
Underground 2)
Sewer&
Water
Power Equipment OperatorsSewer&
Underground
Deckhand( group 6)
$
Water
Derrick Operator Under 100 Ton ( two Power Equipment OperatorsSewer&
Operators Required
Underground
Water
When
Swing
Control
Is Remote
From Hoist)( group 4)
Power Equipment OperatorsSewer&
Diesel- electric
Underground
Water
Floating)( group 4)
Power Equipment OperatorsSewer&
Directional Drill
Underground
Water
https://
secure.
Drill Assistant( group
Underground
Ini. wa. gov/ wagelookup/
Over 20, 000 Lbs
Pullback(group 4)
Power Equipment Operators-
Engineer( plant Or
rates/ journey-
$
65. 24
6)
level-
rates
64/ 84
6/ 22/ 26,
11: 55 AM
Sewer&
Journey
Level Wages
Water
Power Equipment Drill Cat Operators-
Underground
69. 70
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8U
65. 24
7B
4G
8U
69. 70
7B
4G
8U
7B
4G
8U
Operator( group 4) Sewer&
Water
Drill Directional Power Equipment Type Less Than Operators- Underground 20, 000 Lbs Sewer&
Water
Pullback(group 5)
Power Equipment OperatorsSewer&
Drill Doctor And/ or
Underground
Water
bit Grinder)( group
$
4)
Power Equipment Drill Mud Operators-
Underground
Mixer(group 5) Sewer&
Water
Power Equipment
Drill Oscillator(group Operators-
Underground 4)
Sewer&
Water
Power Equipment Drill, Directinal Operators-
Underground
Locator(group 6) Sewer&
Water
Driller, Percussion, Power Equipment OperatorsSewer&
Diamond, Core,
Underground
Water
Cable,
Rotary&
Similar Type( group 4)
Power Equipment OperatorsSewer&
https://
secure.
Elevating Grader
Underground
Water
Ini. wa. gov/ wagelookup/
68. 46
Operator, Tractor
Towed Requiring rates/ journey-
level-
rates
65/ 84
6/ 22/ 26,
11: 55 AM
Journey
Operator
Level Wages
Or
Grader(group 5)
Power Equipment OperatorsSewer&
Elevating Loader
Underground
Water
Sewer&
$
68. 46
7B
4G
8U
68. 46
7B
4G
8U
73. 03
7B
4G
8U
69. 70
7B
4G
8U
74. 18
7B
4G
8U
65. 24
7B
4G
8U
80. 41
7B
4G
8U
group 5)
Power Equipment Operators-
Operator( any Type)
Elevator To Move
Underground
Water
Personnel Or
Materials(group 5)
Excavator
Over
Power Equipment 80, 000 Lbs Operators- Underground Through Sewer&
130, 000
Water
Lbs( group 3)
Excavator
Operator,
Power Equipment Over 20, 000 Lbs Operators- Underground Through Sewer&
80, 000
Water
Lbs(group 4)
Power Equipment OperatorsSewer&
Excavator
Underground
Water
Operator,
Over 130, 000
Lbs( group 2)
Power Equipment OperatorsSewer&
Underground
Fireman( group
6)
Water
Floating, Crane 350 Power Equipment OperatorsSewer&
Ton And Over( asst
Underground
Water
To Engineer And Deckhand
Required)
group 1)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
66/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Power Equipment OperatorsSewer&
Underground
6)
65. 24
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8U
65. 24
7B
4G
8111. 11
69. 70
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
65. 24
7B
4G
8111. 11
69. 70
7B
4G
8U
Water
Power Equipment OperatorsSewer&
Fork Lift( group
Fork Lift, Over 10
Underground
Water
Ton Or
Robotic(group 5)
Power Equipment Generator Operators-
Underground
Operator( group 4) Sewer&
Water
Power Equipment Grade Operators-
Underground
Checker(group 6) Sewer&
Water
Power Equipment OperatorsSewer&
Grade Setter/
Underground
Water
Layout From
Plans( group 4)
Power Equipment OperatorsSewer&
Underground
Grade- all( group
4)
Water
Power Equipment
Guardrail
Machines,
Operators- Underground
I. e. Punch, Auger,
Sewer&
Etc.( group 4)
Water
Power Equipment Guardrail Punch Operators-
Underground
Oiler(group 6) Sewer&
Water
Power Equipment Hammer Operator Operators-
Underground
pile Driver)(group 4) Sewer&
https://
secure.
Water
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
67/ 84
6/ 22/ 26,
11: 55 AM
Journey
Power Equipment OperatorsSewer&
Level Wages
Heavy Duty
Underground
Water
Repairman
65. 24
7B
4G
8U
74. 18
7B
4G
8U
68. 46
7B
4G
8U
$ 65. 24
7B
4G
8U
76. 09
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
7B
4G
8U
Assistant( group 6)
Heavy Equipment Power Equipment Robotics Operator Operators- Underground
Or Mechanic(group Sewer&
Water 2)
Power Equipment Helicopter Operators-
Underground
Hoist(group 5) Sewer&
Water
Power Equipment OperatorsSewer&
Helicopter
Underground
Water
group 6)
Power Equipment OperatorsSewer&
Helicopter
Underground
Water
Sewer&
When
Used In Erecting
Workcrane(group 1)
Power Equipment Operators-
Radioman ( ground)
Hoist Operator,
Underground
Water
Single Drum( group
$
5)
Power Equipment Hoist, 2 Drums Or Operators-
Underground
More(group 4) Sewer&
Water
Hoist, Stiff Leg, Guy Power Equipment Derrick Or Similar Operators-
Underground Type, 50 Ton And
Sewer&
Water
Over(group 4)
Power Equipment Operatorshttps://
secure.
Hydraulic
Underground
Ini. wa. gov/ wagelookup/
rates/ journey-
Backhoe
$
68. 46
Track Type Up To level-
rates
68/ 84
6/ 22/ 26,
11: 55 AM
Sewer&
Journey
Water
Level Wages
And Including 20, 000 Lbs(group 5)
Power Equipment OperatorsSewer&
Hydraulic Backhoe
Underground
Water
Wheel Type( any
68. 46
7B
4G
8U
65. 24
7B
4G
8111J
69. 70
7B
4G
8111. 11
65. 24
7B
4G
8111. 1 1
65. 24
7B
4G
8111. 1 1
68. 46
7B
4G
8111. 11
69. 70
7113
4G
8111. 11
Make)(group 5)
Power Equipment Hydraulic Operators-
Pipe
Underground
Press( group 6) Sewer&
Water
Power Equipment OperatorsSewer&
Hydro Axe( loader
Underground
Water
Mounted
Or Similar
$
Type)( group 4)
Hydrographic Power Equipment Seeder Machine Operators- Underground
Straw, Pulp Or Sewer&
Water
Seed( group 6)
Power Equipment
Hydrostatic Pump Operators-
Underground
Operator(group 6) Sewer&
Water
Power Equipment OperatorsSewer&
Internal
Underground
Water
Full Slab
Vibrator
Operator(group 5)
Jack Operator,
Elevating Barges, Power Equipment Barge Operator, Operators- Underground
Self- unloading( asst Sewer&
Water To Engineer
Required)( group 4)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
69/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Power Equipment
Laser Screed( group Operators-
Underground
68. 46
7B
4G
8U
80. 41
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8U
74. 18
7B
4G
8U
73. 03
7B
4G
8U
68. 46
7B
4G
8U
7B
4G
8U
5) Sewer&
Water
Power Equipment OperatorsSewer&
Lattice Boom Crane
Underground
Water
Over(group 1)
Power Equipment OperatorsSewer&
400 Ton And
Lime Spreader,
Underground
Water
Construction
Job
Site( group 5)
Loaders Operator, Front End& Power Equipment Overhead, 25, 000 Operators-
Underground Lbs And Less Than
Sewer&
Water
60, 000 Lbs(group 4)
Power Equipment OperatorsSewer&
Loaders, 120, 000
Underground
Water
Lbs And
Above(group 2)
Loaders, 60, 000 Power Equipment Lbs And Less Than Operators-
Underground
120, 000 Lbs( group Sewer&
Water 3)
Loaders, RubberPower Equipment tire Type, Less Than Operators-
Underground
25, 000 Lbs( group Sewer&
Water 5)
Power Equipment Operators-
https://
secure.
Log Skidders( group
Underground
Ini. wa. gov/ wagelookup/
rates/ journey-
$
69. 70
4)
level-
rates
70/ 84
6/ 22/ 26,
11: 55 AM
Sewer&
Journey
Level Wages
Water
Master Power Equipment Environmental Operators-
Underground
74. 18
7B
4G
8U
65. 24
7B
4G
8U
69. 70
7B
4G
8U
65. 24
7B
4G
8U
65. 24
7B
4G
8U
65. 24
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8U
Maintenance Sewer&
Water
Mechanic( group 2)
Power Equipment Material Operators-
Underground
Handler(group 6) Sewer&
Water
Power Equipment
Mechanic, Heavy Operators-
Underground
Duty(group 4) Sewer&
Water
Power Equipment
Mixer Box( c.t.b., Dry Operators-
Underground
Batch, Etc.)(group 6) Sewer&
Water
Power Equipment OperatorsSewer&
Underground
Oiler( group 6)
Water
Power Equipment Parts Man ( tool Operators-
Underground
Room)( group 6) Sewer&
Water
Pavement
Grinder
Power Equipment
And Or Grooving Operators- Underground
Machine( riding Sewer&
Water
Type)( group 5)
Pile Driver Operator Power Equipment not Crane Type) Operators- Underground asst To Engineer Sewer&
Water
Required)(group 4) https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
71/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Pipe Bending, Power Equipment
Cleaning, Doping Operators- Underground
69. 70
7B
4G
8111. 11
68. 46
7113
4G
8111. 11
65. 24
7B
4G
8U
65. 24
7B
4G
8111J
68. 46
7113
4G
8111. 11
68. 46
7B
4G
8111. 11
69. 70
7B
4G
8111. 11
65. 24
7113
4G
8111. 11
And Wrapping Sewer&
Water
Machines( group 4)
Power Equipment OperatorsSewer&
Pipe, Cast In Place
Underground
Water
Pipe
Laying
Machine( group 5)
Power Equipment OperatorsSewer&
Underground
Plant Oiler( group
6)
$
Water
Power Equipment
Pump( any Power) Operators-
Underground
group 6) Sewer&
Water
Power Equipment OperatorsSewer&
Pump Operator,
Underground
Water
More Than 5 Pumps
$
any Size)( group 5)
Rail, Ballast Power Equipment OperatorsSewer&
Compactor,
Underground
Water
Regulator Or Tamper
Machines( group 5)
Power Equipment OperatorsSewer&
Rail, Ballast Tamper
Underground
Water
purpose( group 4)
Power Equipment OperatorsSewer&
https://
secure.
Rail, Brakeman,
Underground
Water
Ini. wa. gov/ wagelookup/
Multi-
Switchman,
Motorman( group 6)
rates/ journey-
level-
rates
72/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Power Equipment Rail, Car Operators-
Underground
68. 46
7B
4G
8U
68. 46
7B
4G
8U
68. 46
7B
4G
8U
68. 46
7B
4G
8U
68. 46
7B
4G
8U
68. 46
7B
4G
8U
68. 46
7B
4G
8U
65. 24
7B
4G
8U
Mover(group 5) Sewer&
Water
Power Equipment
Rail, Clip Operators-
Underground
Applicator(group 5) Sewer&
Water
Power Equipment OperatorsSewer&
Rail, High Rail Self
Underground
Water
Loader Truck( group
$
5)
Power Equipment
Rail, Lo- railer(group Operators-
Underground 5)
Sewer&
Water
Rail, Locomotive,
40
Power Equipment Ton And Over( asst Operators- Underground To Engineer Sewer&
Water
Required)(group 5)
Power Equipment Rail, Shuttle Car Operators-
Underground
Operator(group 5) Sewer&
Water
Power Equipment OperatorsSewer&
Rail,
Underground
Water
Speedswing( group
$
5)
Power Equipment Rail, Operators-
Underground
Switchman( group 6) Sewer&
https://
secure.
Water
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
73/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Rail, Tamping Power Equipment Machine, Operators- Underground Mechanical, Sewer&
65. 24
7B
4G
8U
68. 46
7B
4G
8U
74. 18
7B
4G
8U
65. 24
7B
4G
8U
65. 24
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
68. 46
7B
4G
8U
Self-
Water
propelled( group 6)
Power Equipment Rail, Track Operators-
Underground
Liner(group 5) Sewer&
Water
Power Equipment OperatorsSewer&
Remote Controlled
Underground
Water
Earth
Moving
Equipment(group 2)
Power Equipment OperatorsSewer&
Underground
Rigger( group 6)
Water
Power Equipment
Roller Grading( not Operators-
Underground
Asphalt)( group 6) Sewer&
Water
Power Equipment OperatorsSewer&
Rubber- tired Dozers
Underground
Water
And Pushers( group
$
4)
Power Equipment Scraper Operators-
All
Underground
Types( group 4) Sewer&
Water
Power Equipment
Service Oiler Operators-
Underground
greaser)(group 5) Sewer&
https://
secure.
Water
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
74/ 84
6/ 22/ 26,
11: 55 AM
Journey
Power Equipment OperatorsSewer&
Level Wages
Shovel, Dragline,
Underground
Water
Clamshell, 5 Yards
74. 18
7B
4G
8111. 11
69. 70
7B
4G
8111. 11
69. 70
7B
4G
8111. 11
69. 70
7B
4G
8111. 11
69. 70
7B
4G
8111. 11
68. 46
7B
4G
8111. 11
65. 24
7B
4G
8111. 11
68. 46
7B
4G
8U
And Over( group 2)
Power Equipment OperatorsSewer&
Underground
Side- boom( group 4)
$
Water
Power Equipment
Skip Loader, Drag Operators-
Underground
Box(group 4) Sewer&
Water
Stump Grinder Power Equipment loader Mounted Operators-
Or
Underground
Similar Type)( group Sewer&
Water 4)
Power Equipment Surface Heater And Operators-
Underground
Planer( group 4) Sewer&
Water
Sweeper SelfPower Equipment
propelled, Operators- Underground Construction Sewer&
Job
Water
Site( group 5)
Power Equipment OperatorsSewer&
Tar Pot Fireman
Underground
Water
power
Agitated) Or
$
Not(group 6)
Tractor RubberPower Equipment
tired, 50 Hp Operators- Underground Flywheel& Sewer&
Water
Under( group 5)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
75/ 84
6/ 22/ 26,
11: 55 AM
Journey
Power Equipment OperatorsSewer&
Level Wages
Tractor, Rubber-
Underground
Water
tired Over 50
Hp
69. 70
71113
4G
8U
69. 70
71113
4G
8U
68. 46
7113
4G
8U
65. 24
71113
4G
8U
68. 46
71113
4G
8U
68. 46
7113
4G
8U
68. 46
7113
4G
8U
68. 46
71113
4G
8U
Flywheel( group 4)
Trenching Machine Power Equipment OperatorsSewer&
3 Ft Depth And
Underground
Water
Deeper( asst To The Operator
$
If
Required)(group 4)
Trenching Machine Power Equipment Operator, Maximum Operators- Underground
Digging Capacity 3 Sewer&
Water
Ft Depth( group 5)
Power Equipment Truck Crane OilerOperators-
Underground
driver( group 6) Sewer&
Water
Power Equipment Truck, All Terrain Or Operators-
Underground
Track Type(group 5) Sewer&
Water
Power Equipment Truck, Barrel Operators-
Underground
Type(group 5) Sewer&
Water
Power Equipment
Truck, Boom( group Operators-
Underground 5)
Sewer&
Water
Truck, Off- road Power Equipment Trucks, Articulated Operators- Underground And Non- articulated Sewer&
Water
Trucks( group 5)
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
76/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Truck, Off raod Power Equipment Trucks, Articulated Operators- Underground
68. 46
7B
4G
8U
68. 46
7B
4G
8U
68. 46
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
76. 09
7B
4G
8U
69. 70
7B
4G
8U
69. 70
7B
4G
8U
And Non- articulated Sewer&
Water
Trucks( group 5)
Power Equipment Truck, Operators-
Underground
Vacuum( group 5) Sewer&
Water
Power Equipment
Truck, Water(group Operators-
Underground 5)
Sewer&
Water
Power Equipment
Tub Grinder(group Operators-
Underground 4)
Sewer&
Water
Power Equipment OperatorsSewer&
Tunnel Boring
Underground
Water
Machine
Mechanic(group 4)
Power Equipment
Tunnel Boring Operators-
Underground
Machine(group 1) Sewer&
Water
Power Equipment Tunnel Segment Operators-
Underground
Plant(group 4) Sewer&
Water
Power Equipment Tunnel Separation Operators-
Underground
Plant( group 4) Sewer&
https://
secure.
Water
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
77/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Power Equipment Tunnel Shaef Operators-
Underground
69. 70
7113
4G
8U
68. 46
7113
4G
8U
76. 09
7113
4G
8111J
69. 70
7113
4G
8111. 11
68. 46
7113
4G
8U
69. 70
7B
4G
8111. 11
69. 70
7113
4G
8U
74. 18
7B
4G
8111. 11
7113
4G
8111J
Loader(group 4) Sewer&
Water
Power Equipment Tunnel, Locomotive, Operators-
Underground
Dinkey(group 5) Sewer&
Water
Power Equipment OperatorsSewer&
Tunnel, Micro
Underground
Water
Boring Tunnel Machine( group 1)
Power Equipment
Tunnel, Mucking Operators-
Underground
Machine(group 4) Sewer&
Water
Power Equipment OperatorsSewer&
Tunnel, Power
Underground
Water
Jumbo
Setting Slip
$
Forms, Etc.(group 5)
Power Equipment Tunnel, Shield Operators-
Underground
Operator(group 4) Sewer&
Water
Ultra High Pressure Power Equipment
Water Jet Cutting Operators-
Underground Tool System
Sewer&
Water
Operator(group 4)
Underwater Power Equipment Equipment, Remote Operators-
Underground
Or Otherwise( group Sewer&
Water 2)
Power Equipment Operatorshttps://
secure.
Vacuum
Underground
Ini. wa. gov/ wagelookup/
rates/ journey-
Blasting
69. 70
Machine level-
rates
78/ 84
6/ 22/ 26,
11: 55 AM
Sewer&
Journey
Water
Level Wages
Operator( group 4)
Power Equipment Water Pulls, Water Operators-
Underground
69. 70
7B
4G
8111. 11
65. 24
7B
4G
8111. 11
69. 70
7B
4G
8111. 11
65. 24
7B
4G
8111. 11
74. 18
7B
4G
8111. 11
65. 24
7B
4G
8111. 11
69. 62
SA
4A
65. 89
SA
4A
69. 62
SA
4A
Wagon( group 4) Sewer&
Water
Power Equipment Welder' s Operators-
Underground
Assistant( group 6) Sewer&
Water
Power Equipment OperatorsSewer&
Welder; Heavy Duty,
Underground
Certified
Water
Or
Not(group 4)
Power Equipment
Welding Operators-
Underground
Machine( group 6) Sewer&
Water
Wheel Excavation Power Equipment
Any Size( grade Operators-
Underground Oiler Required)
Sewer&
Water
group 2)
Power Equipment OperatorsSewer&
Wire Mat Or
Underground
Brooming
Water
Power Line Clearance
Machine( group 6)
Tree
Trimmers
Power Line Clearance
Journey Level In Charge
Tree
Spray Person Trimmers
Power Line Clearance
Tree
Trimmers
https://
secure.
Ini. wa. gov/ wagelookup/
Tree Equipment Operator
rates/ journey-
level-
rates
79/ 84
6/ 22/ 26,
11: 55 AM
Journey
Power Line Clearance
Level Wages
Tree Tree Trimmer
62. 19
SA
4A
45. 93
SA
4A
Journey Level
100. 71
SA
1G
Journey Level
23. 02
1
Residential Carpenters
Journey Level
36. 07
1
Residential Cement
Journey Level
17. 13
1
Journey Level
31. 97
1
Trimmers
Power Line Clearance
Tree
Trimmers
Tree Trimmer Groundperson
Refrigeration&
Air
Conditioning Mechanics
Residential
Residential
Brick Mason
Masons
Drywall
Applicators
Residential
Drywall Tapers
Journey Level
21. 22
1
Residential
Electricians
Journey Level
30. 53
1
Journey Level
49. 60
1
Journey Level
26. 30
1
Residential Glaziers
Residential
Insulation
Applicators
Residential
Laborers
Journey Level
49. 42
Residential
Marble Setters
Journey Level
23. 02
Residential
Painters
Journey Level
54. 86
Residential
Plumbers&
Journey Level
51. 05
6Z
iM
ST
1
7E
11L
1
Pipefitters
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
80/ 84
6/ 22/ 26,
11: 55 AM
Residential
Journey
Level Wages
Refrigeration&
Journey Level
107. 92
7F
1E
Journey Level
107. 92
7F
1E
Journey Level
64. 08
7E
11Q
Journey Level
41. 11
1
Journey Level
23. 02
1
Journey Level
17. 13
1
Journey Level
36. 64
1
Residential Tile Setters
Journey Level
17. 13
1
Roofers
Journey Level
70. 70
5A
3H
73. 70
5A
3H
107. 92
7F
1E
87. 79
5N
1F
Air Conditioning Mechanics
Residential
Sheet Metal
Workers
Residential
Soft Floor
Layers
Residential
Sprinkler
Fitters
Fire Protection)
Residential Stone Masons
Residential
Terrazzo
Workers
Residential
Terrazzo/ Tile
Finishers
Using Irritable Roofers
Bituminous Materials
Journey Level ( Field Sheet Metal Workers
or Shop)
New Construction
Shipbuilding& Ship Repair
Heat&
Frost
Insulator
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
81/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Ship Repair Heat& Shipbuilding& Ship Repair
87. 79
SN
1F
Frost Insulator
Sign Makers&
Installers
Journey Level
17. 13
1
Journey Level
17. 13
1
Journey Level
63. 29
Journey Level
17. 13
Journey Level
83. 61
Journey Level
17. 13
Journey Level
76. 59
Journey Level
17. 13
Surveyors
Chain Person
65. 24
7B
1B
9H
Surveyors
Instrument Person
68. 46
7B
1B
9H
Surveyors
Party Chief
74. 18
7B
1B
9H
Journey Level
83. 46
SA
1B
Cable Splicer
42. 62
5A
2B
Electrical)
Sign Makers&
Installers
Non- Electrical)
Soft Floor Layers
For Windows
Solar Controls
Sprinkler
15. 111
4C
1
Fitters( Fire 7J
1111?
Protection)
Stage Rigging Mechanics 1
Non Structural)
Stone Masons
SA
1B
Street And Parking Lot 1
Sweeper Workers
$
Telecommunication Technicians
Telephone
Line
Construction-
https://
secure.
Outside
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
82/ 84
6/ 22/ 26,
11: 55 AM
Telephone
Journey
Line
Construction-
Level Wages
Hole Digger/ Ground
Outside
27. 97
SA
2B
35. 60
SA
2B
40. 28
SA
2B
Person
Telephone Telephone
Line Equipment Operator
Construction-
$
Outside Light)
Telephone
Line
Construction-
Telephone Lineperson
Outside
Terrazzo Workers
Journey Level
67. 27
SA
1B
Tile Setters
Journey Level
67. 27
SA
1B
Finishers
50. 25
SA
1B
Journey Level
91. 39
1SN
1K
49. 39
SA
1B
49. 24
SA
1B
49. 24
SA
1B
49. 39
SA
1B
49. 39
SA
1B
49. 24
SA
1B
Tile, Marble&
Terrazzo
Finishers
Traffic Control Stripers
Asphalt Mix Over 10 Truck Drivers Yards
Asphalt Mix To 10 Truck Drivers Yards
Truck Drivers
Dump Truck
Dump Truck And Truck Drivers Trailer
Truck Drivers
Other Trucks
Transit Mix 5 cubic Truck Drivers-
Ready Mix yards and under
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
83/ 84
6/ 22/ 26,
11: 55 AM
Journey
Level Wages
Transit Mix over 11 Truck Drivers-
Ready Mix
cubic
yards
up to 15
$
49. 85
SA
1B
$
49. 39
SA
1B
$
49. 54
SA
1B
cubic yards
Transit Mix over 5 Truck Drivers-
Ready Mix
cubic
yards
cubic
yards
up to 7
Transit Mix Over 7 Truck Drivers-
Well Drillers&
Ready Mix
Irrigation
yards
cubic
yards
up to 11
Irrigation Pump 17. 13
1
Oiler
17. 13
1
Well Driller
17. 97
1
Installer
Pump Installers
Well Drillers&
cubic
Irrigation
Pump Installers
Well Drillers&
Irrigation
Pump Installers
https://
secure.
Ini. wa. gov/ wagelookup/
rates/ journey-
level-
rates
84/ 84
Washington State Department of Labor and Industries
Policy Statement Regarding the Production of " Standard" or " Non- standard"
Items)
Below is the department' s ( State L& I' s) list of criteria to be used in determining whether a prefabricated item is " standard" or" non- standard". For items not appearing on WSDOT' s predetermined list, these criteria shall be used by the Contractor ( and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine
coverage
RCW 39. 12.
under
The production,
in the State of Washington,
of
non- standard items is covered by RCW 39. 12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39. 12. 1.
Is the item fabricated
for a public works
project?
If not, it is not subject to RCW 39. 12.
If it is, go to question 2. 2.
Is the item fabricated
RCW 39. 12.
on
the public works
jobsite?
If it is, the work is covered under
If not, go to question 3.
3.
Is the item fabricated in an assembly/ fabrication plant set up for, and dedicated If it is, the work is covered by RCW 39. 12. If not, go to question 4. primarily to, the public works project?
4.
Does the item require any assembly, cutting, modification or other fabrication by the If not, the work is not covered by RCW 39. 12. If yes, go to question 5.
supplier?
5.
Is the prefabricated item intended for the public works project typically an inventory could reasonably be sold on the general market? If not, the work is covered RCW 39. 12. If yes, go to question 6. by item which
6.
Does the specific prefabricated item, generally defined as standard, have any unusual such as shape, type of material, strength requirements, finish, etc? If yes,
characteristics
the work is covered under RCW 39. 12.
Any
firm
with
questions
regarding
the
policy,
WSDOT'
s
Predetermined
List,
or
for
determinations of covered and non- covered workers shall be directed to State L& I at( 360) 902- 5330.
Supplemental 1/ 30/ 2026
to Wage
Edition,
Rates
Published
1
January 30, 2026
WSDOT' s Predetermined List for Suppliers -
Fabricator
Manufactures -
Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered nonstandard and therefore covered by the prevailing wage law, RCW 39. 12. Items marked with an X in the " YES"
by RCW
covered
column
39. 12.
should
Items
be considered with
marked
considered to be standard and therefore
general
an
to be non- standard X
in
not covered.
the " NO"
and therefore
column
should
be
Of course, exceptions to this
list may occur, and in that case shall be evaluated
according
to the criteria
described in State and L& I' s policy statement.
ITEM
1.
NO
Metal rectangular frames, solid metal covers, herringbone grates, and bi- directional vaned grates for Catch Basin Types 1,
2.
YES
DESCRIPTION
1 L, 1 P, and 2 and Concrete Inlets. See Std. Plans
Metal circular frames ( rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, Drywell
Types
1,
2, and 3 and Catch
Basin
Type 2.
See Std. Plans 3.
Prefabricated steel grate supports and welded grates, metal
frames
and dual vaned
X
grates, and Type 1, 2, and
3 structural tubing grates for Drop Inlets. See Std. Plans. 4.
Concrete Pipe -
Plain Concrete pipe and reinforced
X
concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. 5.
Concrete
Pipe -
Plain Concrete pipe and reinforced
concrete
X
pipe Class 2 to 5 sizes larger than 60 inch diameter. 6.
Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch
X
to 120 inches in diameter. May also be treated, 1 thru 5. 7.
Corrugated Aluminum
Pipe -
Aluminum
lock seam
corrugated
pipe for culverts and storm sewers, sizes 30 inch to 120 inches diameter. May also be treated, # 5.
Supplemental 1/ 30/ 2026
to Wage
Edition,
Rates
Published
in
X
2
January 30, 2026
ITEM DESCRIPTION
8.
Anchor
Bolts &
Nuts -
YES
Anchor Bolts and Nuts, for
mounting sign structures, luminaries and other items, shall be
X
from commercial bolt stock. See Contract Plans and Std. Plans for size and material type. made
9.
Aluminum
Pedestrian
conforming
to the type and material
Handrail -
Pedestrian
handrail set forth in
specifications
the contract plans. Welding of aluminum shall be in accordance with Section
10.
Major Structural Steel Fabrication -
Minor Structural
Steel
Items such as special structures,
joint
systems,
Aluminum
Fabrication hangers,
ladders
access etc.,
boring of holes. shop drawings. 12.
X
9- 28. 14( 3).
Fabrication
of major steel
items such as trusses, beams, girders, etc., for bridges. 11.
NO
for irrigation
of minor steel
access
boxes,
doors for
bridge
expansion
involving welding, cutting, punching and/ or
See Contact
Bridge
Fabrication
brackets,
Plans for item description
Railing Type
BP -
conforming to the type and material
X
X
and
Metal bridge railing specifications
set forth
X
in the Contract Plans. Welding of aluminum shall be in accordance with Section 9- 28. 14( 3). 13.
Concrete Piling-- Precast- Prestressed concrete piling for use as 55 and 70 ton
concrete
piling.
Concrete to conform
to Section
X
9- 19. 1 of Std. Spec.. 14.
Precast
Manhole
1,
Types
2, and 3 with
cones,
adjustment
X
sections and flat top slabs. See Std. Plans. 15.
Precast
Drywell
Types
1,
2, and with cones
and adjustment
X
Sections. See Std.
16.
Plans.
Precast Catch
Basin -
With adjustment
Supplemental 1/ 30/ 2026
to Wage
Edition,
Catch
sections.
Basin type
Rates
Published
1,
See Std. Plans.
1 L, 1 P, and 2
X
3
January 30, 2026
ITEM DESCRIPTION
17.
Precast Concrete
YES
Inlet - with adjustment
sections,
X
See Std. Plans 18.
Precast
Drop
Inlet Type
1 and 2 with metal grate
supports.
X
See Std. Plans. 19.
Precast
Inlet Type 2 with
Grate
and
extension
top units.
X
See Std. Plans 20.
Metal frames, Inlets.
21.
vaned grates, and hoods for Combination
See Std.
NO
X
Plans
Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and
See Contract
controls.
Plans for
size
and
X
construction
Shop drawings are to be provided for approval
requirements.
prior to casting. 22.
Vault
Risers -
For
23.
Valve Vault -
For
See Contract
Plans for details.
24.
Precast
with Valve Vaults
use
use
Concrete
with underground
Barrier-
Precast
25.
as
new
Reinforced size
and
annual
or
also
may
utilities.
Concrete
be used
X
Vaults.
X
Barrier for
Temporary Concrete Barrier. Only new state approved barrier may be used as permanent barrier. use
barrier
and Utilities
as
Earth Wall Panels — Reinforced
shape
as
approval
shown
for
in the Plans.
methods
and
Earth Wall Panels
X
in
Fabrication plant has
materials
to be used.
See Shop Drawing. Fabrication at other locations may be approved, after facilities
X
inspection, contact HQ. Lab. 26.
Precast Concrete Walls in
Precast Concrete Walls -
tilt- up wall
shown in Plans. panel Fabrication plant has annual approval for methods and
materials
Supplemental 1/ 30/ 2026
size
and
shape
as
X
to be used
to Wage
Edition,
Rates
Published
4
January 30, 2026
ITEM DESCRIPTION
27.
Precast
YES
Crossings - Concrete
Railroad
Crossing Structure
X
Slabs.
28.
12, 18 and 26 inch Standard Standard
Precast
Fabricator
plant has annual
Precast
Prestressed
Prestressed
Girder
NO
Girder—
for use in structures.
approval
of methods
and
X
materials
To be used.
Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02. 3( 25) A
29.
Prestressed Girders
for
Concrete in
Girder Series
4- 14 - Prestressed
Concrete
Fabricator plant has annual to be used. Shop Drawing to be provided for approval prior to casting girders. approval
use
structures.
of methods
and
materials
X
See Std. Spec. Section 6- 02. 3( 25) A. 30.
Tri- Beam Girder-
Prestressed
Prestressed
Tri- Beam
Girders
for
in structures.
Fabricator plant has annual approval of to be used. Shop Drawing to be provided for approval prior to casting girders. use
methods
and
X
materials
See Std. Spec. Section 6- 02. 3( 25) A 31.
Prestressed
Hollow- Core Slab — Precast
Precast
Hollow- core slab for
in
Prestressed
Fabricator plant has Annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. use
structures.
X
See Std. Spec. Section 6- 02. 3( 25) A. 32.
Prestressed-
Bulb Tee Girder-
Bulb Tee Prestressed
Girder
for
in structures.
Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. use
X
See Std. Spec. Section 6- 02. 3( 25) A 33.
Monument
Case and Cover
See Std. Plan.
Supplemental 1/ 30/ 2026
to Wage
Edition,
Rates
Published
X
5
January 30, 2026
ITEM DESCRIPTION
34.
YES
Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO- M- 183. See Std. Plans, and Contract Plans for details. The steel structure
NO
X
shall be galvanized after fabrication in accordance with AASHTO-
35.
M- 111.
Mono- tube Sign Structures fabricated
to details
Mono- tube Sign in the Plans.
shown
Bridge
Shop drawings
for
X
approval are required prior to fabrication. 36.
Steel
Bridges -
Sign
Steel Sign Bridges fabricated from steel
tubing meeting AASHTO- M- 138 for Aluminum Alloys. See Std.
Plans, and Contract
Plans for details.
The steel
X
Structure shall be galvanized after fabrication in accordance with AASHTO-
37.
Steel
Sign
Plans.
M- 111.
Post -
Fabricated Steel Sign Posts as detailed in Std
Shop drawings
for approval
are
to be
X
provided prior to
fabrication
38.
Light Standardconcrete
39.
Prestressed -
Spun,
prestressed, hollow
X
poles.
Light Standards - Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans. See Specia
X
Provisions for pre- approved drawings. 40.
Traffic Signal Standards - Traffic Signal Standards for use on
highway and/ or street signal systems. Standards to be fabricated
to conform
with
methods
and material
as
specified
X
on Std. Plans.
See Special Provisions for pre- approved drawings 41.
Precast Concrete Sloped Mountable Curb ( Single and Dual
X
Faced) See Std.
Supplemental 1/ 30/ 2026
Plans.
to Wage
Edition,
Rates
Published
6
January 30, 2026
ITEM DESCRIPTION
42.
Traffic
YES
NO
X
X
Signs - Prior to approval of a Fabricator of Traffic Signs,
the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and luminum sheeting. NOTE: ***
Fabrication
inspection
required.
Only signs tagged Fabrication Approved" by WSDOT Sign Fabrication Inspector
to be installed.
Custom Message
Std
Signing Message
43.
Cutting & bending reinforcing
44.
Guardrail
45.
components
Aggregates/
Concrete
X
steel
mixes
X
X
Custom
Standard
End Sec
Sec
Covered by WAC 296- 127- 018
46.
Covered by
Asphalt
WAC 296- 127- 018
47.
Fiber fabrics
X
48.
Electrical
wiring/ components
X
49.
treated
untreated
50.
Girder pads ( elastomeric
51.
Standard
Dimension
52.
Irrigation
components
Supplemental 1/ 30/ 2026
or
to Wage
Edition,
timber pile
bearing)
X
lumber
X
Rates
Published
X
7
January 30, 2026
ITEM DESCRIPTION
YES
NO
53.
Fencing materials
X
54.
Guide Posts
X
55.
Traffic Buttons
X
56.
Epoxy
X
57.
Cribbing
X
58.
Water distribution
59.
Steel " H" piles
60.
Steel
X
materials
X
pipe for concrete
pile
casings,
standard
Steel pipe for concrete
pile
casings,
custom
61.
Steel pile tips, standard
62.
Steel
pile tips,
X X X X
custom
Prefabricated items specifically produced for public works projects that are prefabricated in a county other than the county wherein the public works project is to be completed, the wage for the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual prefabrication takes place.
It is the manufacturer of the prefabricated product to verify that the correct county wage rates are applied to work they perform. See
RCW
39. 12. 010 http://a pps.leg .wa.go v/RCW /default .aspx? cite= 39.12.0 10
http://a pps.leg .wa.go v/RCW /default .aspx? cite= 39.12.0 10
The definition of" locality" in RCW 39. 12. 010( 2) contains the phrase" wherein the physical work is being performed." The department interprets this phrase to mean the actual work site.
Supplemental 1/ 30/ 2026
to Wage
Edition,
Rates
Published
8
January 30, 2026
WSDOT' s List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and/ or payment when bidding on, or building for, or administered projects heavy and highway construction by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts"
documents.
Building Service Employees Electrical
Fixture
Electricians -
Maintenance
Workers
Motor Shop
Heating Equipment Mechanics Industrial
Engine
Industrial
Power Vacuum
and Machine
Mechanics
Cleaners
Inspection, Cleaning, Sealing of Water Systems by Remote Control Laborers -
Underground
Sewer & Water
Machinists ( Hydroelectric Site Work) Modular
Buildings
Playground &
Park Equipment
Power Equipment Residential ***
Operators -
Installers Underground
ALL ASSOCIATED
Sewer&
Water
RATES ***
Sign Makers and Installers ( Non- Electrical) Sign Makers
and
Installers (
Electrical)
Stage Rigging Mechanics ( Non Structural)
The following occupations may be used only as outlined in the preceding text concerning WSDOT'
s
list for Suppliers - Manufacturers - Fabricators"
Fabricated
Precast
Concrete
Products
Metal Fabrication ( In Shop)
Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296- 127.
Supplemental 1/ 30/ 2026
to Wage
Edition,
Rates
Published
9
January 30, 2026
Washington State Department of Labor and Industries
Policy Statements Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.)
WAC 296- 127- 018 Agency filings affecting this section Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. 1) The materials covered under this section include but are not limited to: Sand, gravel, crushed
rock, concrete,
asphalt,
or other similar
materials.
2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39. 12 RCW when they perform any or all of the following functions: a) They deliver or discharge any of the above- listed materials to a public works project site:
i)
At
one
incorporated
point( s) directly upon the location where the material will be into the project; or or
more
ii) At multiple points at the project; or iii) Adjacent
to the location
and coordinated
with the incorporation
of those
materials.
b) They wait at or near a public works project site to perform any tasks subject to this section of the rule.
c) They remove any materials from a public works construction site pursuant to contract
requirements
or
specifications ( e. g.,
excavated
materials,
materials
from
demolished structures, clean- up materials, etc.). They work in a materials production facility( e. g., batch plant, borrow pit, rock quarry, which is established for a public works project for the specific, but not necessarily exclusive, purpose of supplying materials for the project. d)
etc.,)
e)
They deliver concrete to a public works site regardless of the method of
incorporation.
f) They assist or participate in the incorporation of any materials into the public works project.
Supplemental 1/ 30/ 2026
to Wage
Edition,
Rates
Published
10
January 30, 2026
3) All travel
time that relates
to the work covered
under
subsection (
2) of this section
requires the payment of prevailing wages. Travel time includes time spent waiting to load, loading, transporting, waiting to unload, and delivering materials. Travel time would include all time spent in travel in support of a public works project whether the vehicle is empty or full. For example, travel time spent returning to a supply source to obtain another load of material for use on a public works site or returning to the public works site to obtain another load of excavated material is time spent in travel that is subject to prevailing wage. Travel to a supply source, including travel from a public works site, to obtain materials for use on a private project would not be travel subject to the prevailing wage. 4) Workers are not subject to the provisions of chapter 39. 12 RCW when they deliver materials to a stockpile.
a) A " stockpile" is defined as materials delivered to a pile located away from the site
of incorporation such that the stockpiled materials must be physically moved from the stockpile and transported to another location on the project site in order to be incorporated
into the project. b) A stockpile does not include any of the functions described in subsection ( 2)( a) through ( f) of this section;
nor does
a stockpile
include
materials
delivered
or distributed
to multiple locations upon the project site; nor does a stockpile include materials dumped at
the place incorporation.
of
incorporation,
or
adjacent
to
the
location
and
coordinated
with
the
5) The applicable prevailing wage rate shall be determined by the locality in which the work is performed. Workers subject to subsection ( 2)( d) of this section, who produce such materials at an off-site facility shall be paid the applicable prevailing wage rates for the county in which the off-site facility is located. Workers subject to subsection ( 2) of this section, who deliver such materials to a public works project site shall be paid the applicable prevailing wage rates for the county in which the public works project is located.
Statutory Authority: Chapter 39. 12 RCW, RCW 43. 22. 051 and 43. 22. 270. 08- 24- 101, § 296- 127- 018, filed 12/ 2/ 08, effective 1/ 2/ 09. Statutory Authority: Chapters 39. 04 and 39. 12 RCW and
RCW 43. 22. 270. 92- 01- 104 and 92- 08- 101, §
296- 127- 018, filed
12/ 18/ 91 and
4/ 1/ 92, effective 8/ 31/ 92.]
Supplemental 1/ 30/ 2026
to Wage
Edition,
Rates
Published
11
January 30, 2026
Benefit
Code
Key— Effective
Overtime
3/ 4/ 2026
thru
9/ 1/ 2026
Codes
Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker.
1.
ALL HOURS
WORKED
PAID AT ONE AND
B.
IN EXCESS
ONE- HALF
All hours worked
on
OF EIGHT(
TIMES
Saturdays
8) HOURS
THE HOURLY
PER DAY OR FORTY(
RATE
shall be paid at one and
40) HOURS
PER WEEK
SHALL
BE
OF WAGE.
one-
half times the hourly rate of wage.
All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage. C.
The first two ( 2) hours after eight( 8) regular hours Monday through Friday and the first ten( 10) hours on Saturday shall be paid at one and one- half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
D.
The first two( 2) hours before or after a five- eight( 8) hour workweek day or a four-ten( 10) hour workweek day and the first eight( 8) hours worked the next day after either workweek shall be paid at one and one- half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage.
E.
The first two( 2) hours after eight( 8) regular hours Monday through Friday and the first eight( 8) hours on Saturday shall be paid at one and one- half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
F.
The first two ( 2) hours after eight( 8) regular hours Monday through Friday and the first ten( 10) hours on Saturday shall be paid at one and one- half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage.
G.
The first ten( 10) hours worked on Saturdays and the first ten( 10) hours worked on a fifth calendar weekday in a fourten hour schedule, shall be paid at one and one- half times the hourly rate of wage. All hours worked in excess of ten 10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
H.
All hours worked on Saturdays( except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one- half times the hourly rate of wage. All hours worked Monday through Saturday over twelve( 12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
1.
All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage.
J.
The first two ( 2) hours after eight( 8) regular hours Monday through Friday and the first ten( 10) hours on Saturday shall be paid atone and one- half times the hourly rate of wage. All hours worked over ten( 10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.
K.
All hours worked on Saturdays and Sundays shall be paid at one and one- half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
M.
All hours worked on Saturdays( except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one- half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1
1 Page
Benefit
Code
Key— Effective
3/ 4/ 2026
thru
9/ 1/ 2026
Overtime Codes Continued
1.
N.
O.
All hours worked on Saturdays( except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. The first ten( 10) hours worked on Saturday shall be paid at one and one- half times the hourly rate of wage. All hours
worked on Sundays, holidays and after twelve( 12) hours, Monday through Friday and after ten( 10) hours on Saturday shall be paid at double the hourly rate of wage. P.
All hours worked on Saturdays( except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
Q.
The first two ( 2) hours after eight ( 8) regular hours Monday through Friday and up to ten ( 10) hours worked on Saturdays shall be paid at one and one- half times the hourly rate of wage. All hours worked in excess of ten ( 10) hours per day Monday through Saturday and all hours worked on Sundays and holidays( except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one- half times the hourly rate of wage.
R.
All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage.
U.
All hours worked on Saturdays shall be paid at one and one- half times the hourly rate of wage. All hours worked on Sundays and holidays( except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage.
V.
All hours worked on Sundays and holidays ( except Thanksgiving Day and Christmas day) shall be paid at one and one- half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage.
X.
The first four( 4) hours after eight( 8) regular hours Monday through Friday and the first twelve( 12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve ( 12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage.
Y.
All hours worked outside the hours of 5: 00 am and 5: 00 pm ( or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight( 8) hours per day( 10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays ( except labor day) shall be paid at one and one-half times the hourly rate of wage. ( except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight- time rate until they have worked 8 hours in a day( 10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve( 12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage.
Z.
All hours worked on Saturdays and Sundays shall be paid at one and one- half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay.
2
1 Page
Benefit
Code
Key— Effective
3/ 4/ 2026
thru
9/ 1/ 2026
Overtime Codes Continued 2.
ALL HOURS WORKED IN EXCESS OF EIGHT( 8) HOURS PER DAY OR FORTY( 40) HOURS PER WEEK SHALL BE PAID AT ONE AND
3.
ONE- HALF
TIMES
THE HOURLY
RATE
OF WAGE.
B.
All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
F.
The first eight( 8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight( 8) hours on holidays shall be paid at double the hourly rate of wage.
M.
This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage.
R.
All hours worked on Sundays and holidays and all hours worked over sixty( 60) in one week shall be paid at double the hourly rate of wage.
U.
All hours worked on Saturdays shall be paid at one and one- half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage.
ALL HOURS
WORKED
PAID AT ONE AND
IN EXCESS
ONE- HALF
OF EIGHT(
TIMES
8) HOURS
THE HOURLY
PER DAY OR FORTY(
RATE
40) HOURS
PER WEEK
SHALL
BE
OF WAGE.
F.
All hours worked on Saturday shall be paid at one and one- half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one- half times the hourly rate of wage including holiday pay.
H.
All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two ( 2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half( 1- 1/ 2) times the regular rate of pay.
J.
All hours worked between the hours of 10: 00 pm and 5: 00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one- half times the hourly rate of wage. All hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage. K.
Work performed in excess of eight( 8) hours of straight time per day, or ten( 10) hours of straight time per day when four ten ( 10) hour shifts are established, or forty ( 40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6: 00 pm Saturday to 5: 00 am Monday and Holidays, and all hours worked in excess of twelve( 12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight ( 8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight( 8) hours or more. When an employee
returns to work without at least eight( 8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/ she shall have the eight( 8) hours rest period.
3
1 Page
Benefit
Code
Key— Effective
3/ 4/ 2026
thru
9/ 1/ 2026
Overtime Codes Continued 4.
ALL HOURS
WORKED
PAID AT ONE AND
IN EXCESS
ONE- HALF
OF EIGHT(
TIMES
8) HOURS
THE HOURLY
PER DAY OR FORTY(
RATE
40) HOURS
PER WEEK
SHALL
BE
OF WAGE.
A.
All hours worked in excess of eight( 8) hours per day or forty( 40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage
C.
On Monday through Friday, the first four( 4) hours of overtime after eight ( 8) hours of straight time work shall be paid at one and one half( 1- 1/ 2) times the straight time rate of pay, unless a four( 4) day ten( 10) hour workweek has been established. On a four ( 4) day ten ( 10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two ( 2) hours of overtime after ten( 10) hours of straight time work shall be paid at one and one half( 1- 1/ 2) times the straight time rate of pay. On Saturday, the first twelve( 12) hours of work shall be paid at one and one half( 1- 1/ 2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten( 10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve( 12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two( 2) times the straight time rate of pay.
D.
All hours worked in excess of eight( 8) hours per day or forty( 40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION:
On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two ( 2) hours after eight( 8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one- half times the hourly rate of wage. All hours in excess of ten( 10) hours will be at two( 2) times the hourly rate of wage. The first eight( 8) hours worked on Saturday will be paid at one and one- half( 1- 1/ 2) times the hourly rate of wage. All hours worked in excess of eight( 8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E.
The first two( 2) hours after eight( 8) regular hours Monday through Friday and the first eight( 8) hours on Saturday shall be paid at one and one- half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal fourday, ten hour work week, and Saturday shall be paid at one and one half( 1'/ z) times the regular shift rate for the first eight ( 8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
G.
All hours worked on Saturdays shall be paid at one and one- half times the hourly rate of wage. All hours worked Monday through Saturday over twelve ( 12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
L
The First eight( 8) hours worked
on
Saturdays
shall be paid at one and one- half times the hourly rate of wage.
All
hours worked in excess of eight( 8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4
1 Page
Benefit
Code
Key— Effective
Overtime
4.
J.
The first eight( 8) hours hours
worked
worked
on a
Codes
Saturday
in excess of eight( 8) hours
on a
3/ 4/ 2026
thru
9/ 1/ 2026
Continued
shall be paid at one and one- half times the hourly rate of wage.
Saturday shall be
paid
at double
the hourly rate of wage.
All
All hours
worked over twelve( 12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K.
All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve( 12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage.
L.
The first twelve( 12) hours worked on a Saturday shall be paid at one and one- half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve ( 12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve( 12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall be paid at one and one- half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay.
S.
On a four( 4) day ten( 10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, work performed in excess of( 10) hours shall be paid at one and one half( 1- 1/ 2) times the hourly rate of pay. On Monday through Friday, work performed outside the normal work hours of 6: 00 a.m. and 6: 00 p.m. shall be paid at one and one- half( 1- 1/ 2) times the straight time rate,( except for special shifts or multiple shift operations).
All hours worked on Saturdays shall be paid at one and one- half times the hourly rate of wage. All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight( 8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight( 8) hours. Multiple Shift Operations: When the first shift of a multiple shift( a two or three shift) operation is started at the basic
straight time rate or at a specific overtime rate, all shifts of that day's operation shall be completed at that rate. Special Shifts: The Special Shift Premium is the basic hourly rate of pay plus$ 2. 00 an hour. When due to conditions beyond the control of the employer or when an owner ( not acting as the contractor), a government agency or the contract specifications require more than four( 4) hours of a special shift can only be performed outside the normal 6am to 6pm shift then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they shall be paid the special shift premium for each hour worked unless they are in overtime or double- time status. ( For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday). U.
The first four( 4) hours after eight( 8) regular hours Monday through Friday and the first twelve( 12) hours on Saturday shall be paid at one and one- half times the hourly rate of wage.( Except on makeup days ifwork is lost due to inclement weather, then the first eight( 8) hours on Saturday may be paid the regular rate.) All hours worked over twelve( 12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
5
1 Page
Benefit
Code
Key— Effective
Overtime
4.
X.
3/ 4/ 2026
Codes
thru
9/ 1/ 2026
Continued
All hours worked on Saturdays shall be paid at one and one- half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6
am to 6pm shall be paid at one and one-half the straight time rate,( except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight( 8) or ten( 10) hours of work( subject to WAC 296- 127- 022), that shall constitute a normal forty ( 40) hour work week. The Employer can change from a 5- eight to a 4- ten hour or back to the other. schedule All hours of work on these shifts shall be paid for at the straight time hourly rate. Work performed in excess of eight hours( or ten hours per day( subject to WAC 296- 127- 022) shall be paid at one and onehalf the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can
only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight eight( 8) hours work for eight( 8) hours pay. The starting time shall be arranged to fit such conditions of
time rate, work.
When an employee returns to work without at a break of eight( 8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight( 8) hours.
Overtime
it.
ALL HOURS
WORKED
PAID AT ONE AND
B
IN EXCESS
ONE- HALF
OF EIGHT(
TIMES
Codes
8) HOURS
THE HOURLY
Continued
PER DAY OR FORTY(
RATE
40) HOURS
PER WEEK
SHALL
BE
OF WAGE.
After an employee has worked eight ( 8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight( 8) hours or more.
C
The first two( 2) hours after eight( 8) regular hours Monday through Friday and the first eight( 8) hours on Saturday shall be paid at one and one- half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. All non- overtime and non- holiday hours worked between 4: 00 pm and 5: 00 am, Monday through Friday, shall be paid at a premium rate of 15% over the hourly rate of wage.
D.
All hours worked on Saturdays and holidays shall be paid at one and one- half times the hourly rate of wage. All hours worked on Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight ( 8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight( 8) hours or more.
E.
The first two( 2) hours after eight( 8) regular hours Monday through Friday, the first ten( 10) hours on Saturday, and the first ten( 10) hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten( 10) hours Monday through Saturday, and Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight ( 8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight( 8) hours or more.
6
1 Page
Benefit
Code
Key— Effective Overtime
11.
F.
3/ 4/ 2026
Codes
thru
9/ 1/ 2026
Continued
The first two( 2) hours after eight( 8) regular hours Monday through Friday and the first eight( 8) hours on Saturday shall be paid at one and one- half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four- day, ten- hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal fourday, ten hour work week, and Saturday shall be paid at one- half times the hourly rate of wage for the first eight( 8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
G.
Work performed in excess of eight( 8) hours of straight time per day, or ten( 10) hours of straight time per day when four ten ( 10) hour shifts are established, or forty ( 40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one- half times the hourly rate of wage.
All work performed after 6: 00 pm Saturday to 5: 00 am Monday and Holidays, and all hours worked in excess of twelve( 12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight ( 8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of nine( 9) hours or more. When an employee
returns to work without at least nine( 9) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/ she shall have the nine( 9) hours rest period. H.
Work performed in excess of eight( 8) hours of straight time per day, or ten( 10) hours of straight time per day when four ten ( 10) hour shifts are established, or forty ( 40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage.
All work performed after 6: 00 pm Saturday to 5: 00 am Monday and Holidays, and all hours worked in excess of twelve( 12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight ( 8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of ten( 10) hours or more. When an employee
returns to work without at least ten( 10) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/ she shall have the ten( 10) hours rest period. J.
All hours worked on holidays shall be paid at double the hourly rate of wage.
K.
On Monday through Friday hours worked outside 4: 00 am and 5: 00 pm, and the first two( 2) hours after eight( 8) hours worked shall be paid at one and one- half times the hourly rate. All hours worked over 10 hours per day Monday through Friday, and all hours worked on Saturdays, Sundays, and Holidays worked shall be paid at double the hourly rate of wage.
L.
An employee working
outside
5: 00 am and 5: 00 pm shall receive an additional
two dollar($
2. 00) per hour for all
hours worked that shift. All hours worked on holidays shall be paid at one and one- half times the hourly rate of
wage. All hours worked on holidays shall be paid at one and one- half times the hourly rate of wage.
7
1 Page
Benefit
Code
Key— Effective Overtime
11.
M.
3/ 4/ 2026
Codes
thru
9/ 1/ 2026
Continued
On Monday through Friday, the first four( 4) hours of overtime after eight( 8) hours of straight time work shall be paid at one and one half( 1- 1/ 2) times the straight time rate of pay, unless a four( 4) day ten( 10) hour workweek has been established. On a four( 4) day ten( 10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two( 2) hours of overtime after ten( 10) hours of straight time work shall be paid at one and one half( 1- 1/ 2) times the straight time rate of pay. Work performed outside the normal work hours of 5: 00 a.m. and 6: 00 p.m. shall be paid at one and one- half( 1- 1/ 2) times the straight time rate,( except for special shifts or multiple shift operations). When the first shift of a multiple shift( a two or three shift) operation is started at the basic straight time rate or at a specific overtime rate, all shifts of
that day's operation shall be completed at that rate. When due to conditions beyond the control of the Employer or when contract specifications require that work can only be performed outside the regular day shift of 5: 00 am to 6: 00 pm, then a special shift may be worked at the straight time rate, plus the shift pay premium when applicable. The starting time of work will be arranged to fit such conditions of work. Such shift shall consist of eight( 8) hours work for eight( 8) hours pay or ten( 10) hours work for ten( 10) hours pay for four ten shifts. On Saturday, the first twelve( 12) hours of work shall be paid at one and one half( 1- 1/ 2) times the straight time rate of pay. All work performed after 6: 00 pm Saturday to 5: 00 am Monday, all work performed over twelve( 12) hours, and all work performed on holidays shall be paid at double the straight time rate of pay. Shift Pay Premium: In an addition to any overtime already required, all hours worked between the hours of 6: 00 pm and 5: 00 am shall receive an additional two dollars($ 2. 00) per hour. N.
All work performed over twelve hours in a shift and all work performed on Sundays and Holidays shall be paid at double the straight time rate.
Any time worked over eight( 8) hours on Saturday shall be paid double the straight time rate, except employees assigned to work six 10- hour shifts per week shall be paid double the straight time rate for any time worked on Saturday over 10 hours. O.
All work performed on Saturdays, Sundays, and Holidays shall be paid at one and one half( 1- 1/ 2) times the straight time rate of pay.
8
1 Page
Benefit
Code
Key— Effective
3/ 4/ 2026
thru
9/ 1/ 2026
Overtime Codes Continued 11.
P.
Work performed in excess of ten( 10) hours of straight time per day when four ten( 10) hour shifts are established and all work on Saturdays, except for make- up days shall be paid at time and one- half( 1 '/ 2) the straight time rate.
Work performed outside the normal work hours of 5: 00 a.m. and 6: 00 p.m. shall be paid at one and one- half( 1- 1/ 2) times the straight time rate,( except for special shifts or multiple shift operations). When the first shift of multiple shift( a two or three shift) operation is started at the basic straight time rate or at a specific overtime rate, all shifts of
that day' s operation shall be completed at that rate. When due to conditions beyond the control of the Employer or
when contract specifications require that work can only be performed outside the regular day shift of 5: 00 a.m. to 6: 00 p.m., then a special shift may be worked at the straight time rate, plus the shift pay premium when applicable. The starting time of work will be arranged to fit such conditions of work. Such shifts shall consist of eight( 8) hours
work for eight( 8) hours pay or ten( 10) hours work for ten( 10) hours pay for four ten-hour shifts. In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make- up day at the straight time rate. However, Saturday shall not be utilized as a make- up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve( 12) hours per day shall be paid at double 2x) the straight time rate of pay. After an employee has worked eight( 8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight( 8) hours.
When an employee returns to work without a break of eight( 8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight( 8) hours.
Q.
All hours worked between the hours of 6: 00 pm and 6: 00 am, Monday through Saturday, shall be paid at a premium rate of 35% over the hourly rate of wage. Work performed on Sundays shall be paid at double time. All hours worked on holidays shall be paid at double the hourly rate of wage.
R
On Monday through Saturday hours worked outside 6: 00 am and 7: 00 pm, and all hours after eight( 8) hours worked shall be paid at one and one- half times the hourly rate. All hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. When a holiday falls on a Saturday, the Friday before shall be the observed holiday. When a holiday falls on a Sunday, the following Monday shall be the observed holiday.
S.
The first ten( 10) hours worked on Saturdays shall be paid at one and one- half times the hourly rate of wage. In the event the job is down due to weather conditions, or other conditions beyond the control of the Employer, then Saturday may be worked at the straight time rate, for the first eight( 8) hours, or the first ten( 10) hours when a four day ten hour workweek has been established. All hours worked Monday through Saturday over twelve( 12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without a break of eight( 8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight( 8) hours.
9
1 Page
Benefit
Code
Key— Effective
3/ 4/ 2026
thru
9/ 1/ 2026
Overtime Codes Continued 11.
T.
On Monday through Friday, the first four( 4) hours of overtime after eight( 8) hours of straight time work shall be paid at one and one half( 1- 1/ 2) times the straight time rate of pay, unless a four( 4) day ten( 10) hour workweek has been established. On a four( 4) day ten( 10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two( 2) hours of overtime after ten( 10) hours of straight time work shall be paid at one and one half( 1- 1/ 2) times the straight time rate of pay. On Saturday, the first twelve( 12) hours of work shall be paid at one and one half( 1- 1/ 2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten( 10) hours on Saturday may be worked at the straight time rate of pay.
All hours worked over twelve( 12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two 2) times the straight time rate of pay.
U.
On Monday through Friday, the first four( 4) hours of overtime after eight( 8) hours of straight time work shall be paid at one and one half( 1- 1/ 2) times the straight time rate of pay, unless a four( 4) day ten( 10) hour workweek has been established. On a four( 4) day ten( 10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two( 2) hours of overtime after ten( 10) hours of straight time work shall be paid at one and one half( 1- 1/ 2) times the straight time rate of pay. On Saturday, the first twelve( 12) hours of work shall be paid at one and one half( 1- 1/ 2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten( 10) hours on Saturday may be worked at the straight time rate of pay.
All hours worked over twelve( 12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two 2) times the straight time rate of pay. If,due to conditions beyond the control of the Employer or when contract specifications require that work can only be performed outside the regular day shift, then a Special Shift may be worked, Monday through Friday, at the straight- time rate. The starting time of work for the Special Shift will be arranged to fit such conditions of work. Such Special Shift shall consist of eight( 8) hours of work for eight( 8) hours of pay or ten( 10) hours of work for ten( 10) hours of pay on a four-ten workday schedule.
V.
All hours worked on Saturdays and Sundays ( except make-up days due to conditions beyond the control of the employer) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
W.
Work performed in excess of eight( 8) hours of straight time per day, or ten( 10) hours of straight time per day when four ten( 10) hour shifts are established, or forty( 40) hours of straight time per week, Monday through Friday, or outside the normal 6 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed on Sundays and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight( 8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight( 8) hours or more.
When an employee returns to work without at least eight( 8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/ she shall have the eight( 8) hours rest period.
10
1 Page
Benefit
Code
Key— Effective
3/ 4/ 2026
thru
9/ 1/ 2026
Holiday Codes 5.
A.
Holidays: New Year' s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day( 7).
B.
Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day( 8).
C.
Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day( 8).
D.
Holidays: New Year' s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day( 8).
H.
Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas( 6).
I.
Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day 6).
K.
Holidays: New Year' s Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day( 9).
L.
Holidays: New Year' s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day( 8).
N.
Holidays: New Year' s Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day( 9).
P.
Holidays: New Year' s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day ( 9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday.
Q.
Paid Holidays: New Year' s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day( 6).
R.
Paid
S.
Paid Holidays: New Year' s Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
Holidays:
New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One- Half Day Before Christmas Day, And Christmas Day. ( 7 1/ 2).
And Christmas Day( 7). Z.
Holidays: New Year' s Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day( 8).
11
1 Page
Benefit
Code
Key— Effective
3/ 4/ 2026
thru
9/ 1/ 2026
Holiday Codes Continued 6.
G.
Paid Holidays: New Year' s Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day( 11).
H.
Paid Holidays: New Year's Day, New Year' s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday( 10).
T.
Paid
Z.
Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day ( 7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday.
Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day( 9).
Holiday Codes Continued 7.
A.
Holidays: New Year' s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day( 8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day.
B.
Holidays: New Year' s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day( 8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
C.
Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day ( 8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
D.
Paid Holidays:
E.
Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day( 7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
F.
Holidays: New Year' s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day( 8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran' s Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day ( 8). Unpaid Holidays: President' s Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
12
1 Page
Benefit
Code
Key— Effective
3/ 4/ 2026
thru
9/ 1/ 2026
Holiday Codes Continued 7.
G.
Holidays: New Year' s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day 6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
H.
Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day( 9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
1.
Holidays: New Year' s Day, President' s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day( 9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
J.
Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day( 6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
K.
Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day( 8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L.
Holidays: New Year' s Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day( 7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
N.
Holidays: New Year' s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day( 7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
P.
Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day( 7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
Q.
Holidays: New Year' s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day( 8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day.
S.
Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday( 9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
V.
Holidays: New Year' s Day, President' s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year' s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
W.
Holidays: New Year's Day, Day After New Year' s, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year' s Day, and a Floating Holiday. 13
1 Page
Benefit
Code
Key— Effective
3/ 4/ 2026
thru
9/ 1/ 2026
Holiday Codes Continued 7.
X.
Holidays: New Year's Day, Day before or after New Year' s Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off,then the holiday will be taken on the last normal workday. Ifthe holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday.
Y.
Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. ( 8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly.
Z.
Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, Christmas Eve, and Christmas Day( 9). Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Holiday Codes Continued
15.
G.
New Year's Day, Washington' s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day( 9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
H.
Holidays: New Year' s Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day( 9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
1.
Holidays: New Year's Day, President' s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day( 9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
J.
Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, and Christmas Day( 9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day.
K.
Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day( 8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L.
Holidays: New Year' s Day, Memorial Day, Independence Day, Labor Day, Veteran' s Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day( 8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day.
M.
Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day and Christmas Day ( 9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day.
14
1 Page
Benefit
Code
Key— Effective
3/ 4/ 2026
thru
9/ 1/ 2026
Holiday Codes Continued 15.
N.
Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran' s Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day( 8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
O.
Holidays:
P.
Holidays: New Year' s Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day( 8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, the day before Christmas day, and Christmas Day( 10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
Note Codes
8.
D.
Workers working with supplied air on hazmat projects receive an additional$ 1. 00 per hour.
L.
Workers Level
M.
on hazmat
projects
receive
additional
hourly premiums
as
follows - Level
receive
additional
hourly premiums
as
follows:
A: $ 0. 75, Level
B: $ 0. 50, And
C: $ 0. 25.
Workers
on
hazmat
projects
on
hazmat
projects
Levels
A &
B: $ 1. 00, Levels
C&
D:
0. 50.
N.
Workers
receive
additional
hourly premiums
as
follows- Level A: $ 1. 00, Level B: $ 0. 75, Level
C: $ 0. 50, And Level D: $ 0. 25.
S.
Effective August 31, 2012— A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012.
T.
Effective August 31, 2012— A Traffic Control Laborer performs the setup, maintenance and removal of all temporary
traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. U.
Workers
on hazmat
And Class
projects
receive
additional
hourly premiums
as
follows— Class A Suit:$ 2. 00, Class B Suit: $ 1. 50,
C Suit: $
1. 00. Workers performing underground work receive an additional$ 0. 40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional$ 0. 50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do " pioneer" work( break open a cut, build road, etc.) more than one hundred fifty( 150) feet above grade elevation receive an additional$ 0. 50 per hour.
15
1 Page
Benefit
Code
Key— Effective
3/ 4/ 2026
Note Codes
8.
V.
thru
9/ 1/ 2026
Continued
In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums 101'
to 150'-$
Over 221'-$
apply to depths
of fifty feet
or
more. Over
50' to 100'-$
3. 00 per foot for each foot over 101 feet. Over
2. 00 per foot for each foot over 50 feet. Over 4. 00 per foot for each foot over 220 feet.
151' to 220'-$
5. 00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures ( such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300'-$ 1. 00 per foot from entrance. 300' to 600' 1. 50 per foot beginning at 300'. Over 600' -$ 2. 00 per foot beginning at 600'. W.
Meter Installers work on single phase 120/ 240V self-contained residential meters. The Lineman/ Groundmen rates would apply to meters not fitting this description.
X.
Workers on hazmat projects receive additional hourly premiums as follows- Class A Suit:$ 2. 00, Class B Suit: 1. 50, Class C Suit: $ 1. 00, and Class D Suit: $ 0. 50. Special Shift Premium: Basic hourly rate plus$ 2. 00 per hour. When due to conditions beyond the control of the Employer or when an owner( not acting as the contractor), a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double- time status. ( For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.)
Y.
Tide Work: When employees are called out between the hours of 6: 00 p.m. and 6: 00 a.m. to work on tide work work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/ Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions them to be tied off to allow their hands to be free shall receive seventy- five cents($ require 0. 75) per hour above
that
the classification rate.
Z.
Workers working with supplied air on hazmat projects receive an additional$ 1. 00 per hour. Special Shift Premium: Basic hourly rate plus$ 2. 00 per hour. When due to conditions beyond the control of the Employer or when an owner( not acting as a contractor), a government agency or the contract specifications
require
that more than( 4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or doubletime status.( For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.)
16
1 Page
Benefit
Code
Key— Effective
3/ 4/ 2026
thru
9/ 1/ 2026
Note Codes Continued 9.
A.
Workers working with supplied air on hazmat projects receive an additional$ 1. 00 per hour. Special Shift Premium: Basic hourly rate plus $ 2. 00 per hour. When due to conditions beyond the control of the Employer or when an owner( not acting as the contractor), a government agency or the contract specifications require
that more than four( 4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift.
When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or doubletime status.( For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator
Premium:
Crane operators requiring certifications shall be paid$ 0. 50 per hour above their
classification rate.
Boom Pay Premium:
A)— 130' B)— 200' C)— 300'
B.
All cranes including tower shall be paid as follows based on boom length:
to 199'—$
0. 50 per hour over their classification rate. 0. 80 per hour over their classification rate. and over—$ 1. 00 per hour over their classification rate.
to 299'—$
The highest pressure registered on the gauge for an accumulated time of more than fifteen( 15) minutes during the shift shall be used in determining the scale paid. Tide Work: When employees are called out between the hours of 6: 00 p.m. and 6: 00 a.m. to work on tide work( work located in the tide plane) all time worked shall be at one and one- half times the hourly rate of pay. Swinging Stage/ Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy- five cents ($ 0. 75) per hour above the classification rate.
C.
Tide Work: When employees are called out between the hours of 6: 00 p. m. and 6: 00 a.m. to work on tide work( work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/ Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy- five cents ($ 0. 75) per hour above the classification rate.
Effective August 31, 2012— A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. D.
Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
E.
Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic reactor construction. Workers on hazmat projects receive additional hourly premiums as follows- Level A: $ 1. 00, Level
B: $ 0. 75, Level
C: $ 0. 50, And Level D: $ 0. 25.
17
1 Page
Benefit
Code
Key— Effective
3/ 4/ 2026
thru
9/ 1/ 2026
Note Codes Continued 9.
F.
Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
H.
One( 1) person crew shall consist of a Party Chief.( Total Station or similar one( 1) person survey system). Two( 2) person survey party shall consist of a least a Party Chief and a Chain Person. Three( 3) person survey party shall consist of at least a Party Chief, an Instrument Person, and a Chain Person.
I.
In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50' to 100'-$ 2. 00 per foot for each foot over 50 feet. Over 101' to 150'-$ 3. 00 per foot for each foot over 101 feet. Over 15 F to 220'-$ 4. 00 per foot for each foot over 220 feet. Over 22F-$
5. 00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures( such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' -$ 1. 00 per foot from entrance. 300' to 600' 1. 50 per foot beginning at 300'. Over 600' -$ 2. 00 per foot beginning at 600'. Employees may be required to perform any combination of work within the Diving team/ crew,( with the exception of dive Supervisor) provided they are paid at the highest rate at which he/ she has worked for the shift. L.
Workers Level
on hazmat
projects
receive
additional
hourly premiums
as follows-
Level A: $ 0. 75, Level
B: $ 0. 50, And
C: $ 0. 25.
Tide Work: When employees are called out between the hours of 6: 00 p.m. and 6: 00 a.m. to work on tide work work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions them to be tied off to allow their hands to be free shall receive seventy- five cents($ 0. 75) per hour above
that require
the classification rate.
M.
Certified Crane Operator Premium: Crane operators requiring certifications shall be paid$ 1. 50 per hour above their classification
rate.
Workers on hazmat projects receive additional hourly premiums as follows- Class A Suit:$ 2. 00, Class B Suit: 1. 50, Class C Suit: $ 1. 00, and Class D Suit: $ 0. 50.
Special Shift Premium: Basic hourly rate plus$ 2. 00 per hour. When due to conditions beyond the control of the Employer or when an owner( not acting as the contractor), a government agency or the contract specifications
requires that work can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double- time status.( For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.)
18
1 Page
CONTRACT PLANS
Contract
South Toutle
Road
Plans
Headwall Project
Page No.
1851
79
SOUTH TOUTLE ROAD HEADWALL REPAIR
IATIONS
ABE
eMREV DESCBRIPTRIOVN TI
MP 1. 07 TO 1. 09
LE
NW 1/ 4 SEC. 29, T. 10 N., Re 01 E.
cV ERE
2. 1_ 111
17=
11A. IT"EI
TUIET-
---
F
PIPEEVII I
clll
MAY 2026
III
I
AllUll
C
LVT
F
1.
MEnr
T.
1
-
D-
ETITIll
FIF
111T
CALL
HOURS
48
BEFORE
YOU
HALO
R! V
RD
PQIlAll'
DIG
U_
L
Rn
111TINIMAT It,
LBW"
the
TUT
RRL
INISETI
Alll TH I L TIA' H' lE
PROJECT
Dx
R,
'
1 1 TRII 12`
Fp F
SYMBOL LEGEND
LT
L111
DESCRIPTION
I
A.
F
F
LINETYPE
BASIS
LEGEND
DESCRIPTION
ELEVATION
11.
E — NOLE -
T
1
OF
EI
DATUM:
TN
to
NEW
ELEVATIONS:
FR
NAVD88(
DERIVED
ECSAPJSU
N=
O
MITTH
AS
BELOW)
PER
CONTROL
T OUTLE
RD
NHEREON
RFD
7
SCHEME
WITH
'
I El— T. RE
FRANK INI—
ELT..
Lws
ELEVATOION I DRDlxnavlUl—
l.
NT.
l
I:
Nl:-
1
PEST
PENCE HE_
IIIIINI
O
wIL
nSlINSOF
TG=—
N_
C.
So.
SLETM"
11LE
H
LINE
I"
N-
ToN
T_.
P=-
E
DER E RI:
GE-.
TREE
INTI =
ZONE(
SPC4602WA
E)
R' '
SEEBELOW.
Hll
LINE
E_
N-
N-
HF
COORDINATES
T"
I"'
AMID
BASIS
OF
BEARINGS
REFERENCE FRAME: NAD83( 2011) GRID,
AND
2 HOUR
HEREON),
WERE
GPE THE
ARE
OBSERVATIONS
FOLLOWING
WASHINGTON
EPOCI-t-
FROM
DETERMINED
MINIMUM
UTILIZING
FI
DESIGNATION
D_
PEES
MSHNWDOMEWA2E0I
D-
PE90
MEH_
-
STATE
PLANE
USEED) US SURVEY FEET
NES
OPUS
ON
CONTROL
EXISTING
BASE
PUIS
CONTROL
POINTS
RTK
A COBS 0M
ERID-
0 FANTASYRD-
DGILH6 GIUD
C
ECTIll
E'l-' R`Z' -NlE PIPE
1
E
SOLUTIONS,
WHICH
POINTS
1 AND
WERE
4(
KELE-
EWA2007
1 AND THE
TECHNIQUES.
4 WERE
CORE
IT
I
04 CONS
GRP
COBS
GRP
THEN
RESULTS
OF
ITUI
El
IHI
W
W..:,
TIED
FAG-
962'
W122."'
TOGETHER
USING
STANDARD
ADJUSTED
AND
UTI
11A
RF733-
TRAVERSE
TOGETHER
E; TIN EIRE— U.,
c
1-
SEESSIF
.-
WERE
WHICH
3518,
2:.-
.
11
UONGITUDI
MN- 1237, 142'
GRP
I ITI,
SHOWN
STATIONS:
GRP
ZA
N1
ALL
TTnvOErvT t
IN A WEIGHTED
FUN
LEAST ENIET
NG
R.
I.
I
UP——
G—
EQU
1
RIAIIIRR
111" PIT
1-
cunaD
MAJUSTMENT,
SCALE
0
AL
FACIOR
IM E NSION
GIR OHG)DR
E0.T_
RES
UTILIZING
STARNET
SOFTWARE
AN
AVERhGE
ORDER
TO
PROJECT
El
COMBINED EG
N EC
1119-
E TO" =
I'
S
GENCEANGLE
ESI S 1
3)
WAS
CALCULAFED
113) D)
DIMENSIONS
AT
CONTROL
D( GRI
IN
PO
IN100NOUOMDBGRID T NUMBER
COMPARE
RECORD
11
I. NDIPEIGROUND RD
US
ti
ET =
REPORT.
FA
WITI .
l UE
TANGEN-
INI—
D
T
D
1I.
SOUTH
R.
ARE
R
UHF
Hl:-
TE . _
NO"
N-
1. 1, lTIlL
E
PLANE.
UNI
G
1111
STATE
FROM
o LISTED VEI
UI 1RINI
IOW
rv.
Tl:,
BEARINGS:
SOUTH ZONE)-
Ne
L
DISTANCES T-
FE.
III
LINE
HORIZONTAL sinus
11-.
R
I
REURUAL
D-
NGI HTI
OF
INE
ETER ID111T
LGAEVENT
STANDARD
VER
DRAWINGS Sheet List
T--
I
AETP.
ELNV
A-
LT' G.
1—
ShINI
N--
Sh.
E
lUElITIll
GIL
STANDARD U-
L-
DESCRIPTION
MILT le—
ENCE
UERI—
UGHT
GRAWING
M
NI
R
E—
M
MEAEP
IF—
EUIVERT
PIPE
7
NDUE
E
ll:,
Duw
I— PDAE
FUR`
NT—
77(: 7=
R"
I
EEA
I
L'
U
N-'E"'
LINE
TEF-.
F
I—
L'
U`
T..
N`-
T
F..
N
E__-
lEl-
L
Lweeeheeo cue,
ILE
PETAUEM.
H-
R-
HE—
IF
11. I-
ERA.
NEE
N.-
Si--
NE.
E
T.
1—
DEUN
nL
VICINrrY MAP
777, HOD
WELLS
PROJECT-
PE
MANAGER
FORIZ
SCALE
1-
SCALE
R.
jENCOT
ROAD
CPH DRAWN
BY
DAZECOMPUTER
IRS CHECKEDBY
lz
NA
Ao' COI
NI
DATE ID.
ISS1 5
FILE:
1
718-
01
0
DEPARTMENT
SOUTH TOUTLE
BY:
Q,
1600
Av
OCIUMEPY-
13TH AVENUE
SOUTH
KELSO, WASHINGTON
DATE
D
OF PUBLICINORKS
98626
DATE:
JUne
ENG11I
Art APEX.
HEADWALL CRP
NO.
ROAD
SHEET
REPAIR
BIT
COVER SHEET
OF
8
GENERAL
1,
NOTES:
ALL
WORK
UNLESS
2.
SHALL
BE
NOTED
IN CCMFL[
ANCE
WITH
COWLRZ
COUNTY
STANDARDS.
WSOOT
STANDARD
SPECIFICATIONS
AND
STANDARD
PLANS
OTHERWISE.
EXISTING UTILITY INFORMATION IS SHOWN IN THE PLANS UTILIZING SURVEY AND IS FOR INFORMATION ONLY. ALL EXISTING UTILITY INFORMATION
SHALL
BE VERIFIED
BY
COMPLETED
WITHIN
THE
CONTRACTOR
PRIOR
COUNTY
0E- WAY
TO
CONSTRUCTION.
CONFLICTS
SHALL
BE
SENT
TO
THE
ENGINEER
FOR
ARE
RELEVANT
TO
REVIEW
3.
ALL
WORK
SHALL
STANDARD
BE
PLANS
CONSTRUCTION TIME
5.
OF
ARE OR
INCORPORATED
CALLED
OUT
INTO
AND
NOT
RIGHT-
THE
CONTRACT
DEPICTED
AND
PLANS
IN PLAN
ABOVE
FOR
DETAILS.
ORDINARY
PLAN
THE
HIGH
CONVENIENCE.
WATER(
IF
CONTRACTOR
SHALL
OHW).
STANDARD USE
PLANS
THE
LATEST
STANDARD
PLAN
AT
BID.
EXISTING
GUARD
SPIRALNAIL
RAIL
PAST$
SHALL
BE
PROTECTED
IN PLACE.
NOTES:
THIS WORK SHALL CONSIST OF HILFIKER SPIRALNML CONSTRUCTED IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE LINES, GRADES.
DESIGN
RIVING
OR
AND
DIMENSIONS
INSTALLATION
OF
SHOWN
THE
ON
THE
SPIRALNAILS
PLANS
SHALL
OR
BE
IN
ESTABLISHED
BY
ACCORDANCE
THE
WITH
OWNER'
THE
S ENGINEER.
SPECIAL
EQUIPMENT
REQUIREMENTS,
STEPS,
PROCESSES, ACCEPTANCE CRITERIA ESTABLISHED BY HILFIKER. THE
CONTRACTOR
SHALL
THE
CONTRACTOR
PERFORM
SHALL
SPIRALNAIL
REFER
TO
THE
TESTING
PER
MANUFACTURER'
MANUFACTURER'
S RECOMMENDATIONS
S RECOMMENDATIONS
FOR
SPIRAL
NAIL
CONSTRUCTION
TOLERANCES
THE SPIRALNAIL HOLDING GABION WALLS AND TIMBER LAGGINGS SHALL HAVE MINIMUM PULLOUT CAPACITY OF 13 KIP THE
SPIRALNAIL
SHALL
HAVE
A MINIMUM
LENGTH
OF
15 FT
MATERIALS
THE CONTRACTOR SHALL MAKE HI& HER OWN ARRANGEMENTS TO PURCHASE ALL SPIRALNAIL MATERIALS, INCLUDING WIRE MESH, REINFORCEMENT EUREKA,
CA
SPIRALNAIL(
MATS,
FACING
95503b711,
MATS,
AND
TELEPHONE]
ALL
OTi43-
NECESSARY
5083:
WWW.
INCIDENTALS
HILFIKER
SPIRAUNAILS
SHALL
PIPE,
GRADE
ASTM
Ada:
YIELD
STRENGTH
BE
FORMED
B( MINIMUM OR
Y
OF
WITH
TENSILE
TUBING, AG
A 96DEGREE
STRESS
GRADE KSI).
SO
B WITH
AN
CONFORMING
TWIST
KSI,
AT
MINIMUM
AVERAGE TO
THE
EVERY
YIELD
WALL
Y
FROM INFO®
FOOT.
STRESS
HILFIKER
HILFIKER.
THE 35
THICKNESS
MINIMUM
OF
REQUIREMENTS
DESCRIPTION
RETAINING
WALLS,
1802
MADE
FROM
HILFIKER
LANE,
COM.
SPIRALNAIL
KSI),
OF
SHALL
CONFORMING
0. 218-(
MINIMUM
TO
TENSILE
ASTM
A 50D- 0SA.
THE
REINFORCING
BE THE
MINIMUM
S SCHEDULE
BO
REQUIREMENTS
STRENGTH
OF
58
KSI,
OF
MINIMUM
REQUIREMENT
SCHEDULE
Y TUBING,
COM:
SN)
80
PIPE
GRAGE
B(
AVERAGE
WALL
THICKNESS
OF
ASTM
ASS
ASTM
A500.
0. 218-)
03A
FACING MATS FM) E MESH FABRICATED
FOR
FACING
OF
COLD
REQUIREMENTS
OF
SHALL DRAWN
ASTM
BE
FORMED
STEEL
A- INH(
BY
WIRE
AASHTO
A SERIES
AND
SHALL
M- 32
G M- 55).
OFBE
DEGREE
WELDED
FABRIC
BENDS.
INTO FOR
THE
THE
FINISHED
SPIRAL
NAIL
MESH WALL
MESH
FABRIC SYSTEM
SHALL
BE
CONFORMING SHALL
SHOP TO
BE
AS
PER
THE
MINIMUM
PROJECT
SPECIFICATIONS, AND WILL CONFORM TO ONLY ONE OF THE FOLLOWING COATNG TREATMENTS:( A) SPITE BASIC( NON- GALVANIZED), HOT DIP GALVANIZED( 2. 002.ISF, ASTM A-123 IMSHTO M- 1111: G IS(ANY DAMAGE DONE TO THE MESH GALVANIZATON PRIOR TO INSTALLATION
SHALL
BE
REPAIRED
IN
AN
ACCEPTABLE
MANNER
AND
IN A
GALVANIZED
COATING
COMPARABLE
TO
THAT
OR( B)
PROVIDED.
HARDWARE CLOTH SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM A— DESCRIPTION
WELDED
FLANGE
AND
PI- ATESHALL ASTM
REQUIREMENT
WIRE
HARDWARE
FABRIC
ASTMAII-
CLOTH
WASHER
PLATE
BE
FROM
MADE
1M'
ASTM
ATAD
STEEL(
MINIMUM
TENSILE
STRENGTH
OF
58
KSI,
MINIMUM
YIELD
STRENGTH
OF
SG
KSI),
CONFORMING
TO
A38.
TIMBER
ALL
SHALL
BE
PE
MRIL
2028
MANAGER
DATE
IgOWELL$, PROJECT
TIMBER
PRESSURE-
TREATED
DOUGLAS
HORIZ.
SCALE:
VERT.
SCALE:
PROJECT CPH pppy
ID:
FIR- LARCH.
SELECT
STRUCTURAL
WA
VT«
N, A
1.
GRADE.
o, O
RGADNO :
51T00
l,
DEPARTMENT OF
COMPUTER
FILE:
PUBLIC
NOTE:
WORKS
(
24-
X38')
SCALES
SHOWN ARE FOR
PLANSHEETSONLY.
HALF SIZE PLAN
BY 2
i1B5G-
0DS_
G02.
Mg
180013TH
RS cHECKEO
o,
1
AVENUE
SOUTH
KELSO, WASHINGTON Br
DATE
48NM6
95626
FULL
Rp A. ob
SIZE
SCALESFOR
'
g
`
SOUTH TOOTLE ROAD w.,.
w-•=
HEADWALL REPAIR
Z
Z
CRPN0. H11
SHEETS ARE
APPROXIMATELY ONE HALF SCALE.
SHEET
q
6ttISTB1+ auL
.
APEX. :_.._..-
GENERAL
NOTES
OF
8
r I
RD
S TOUTLE
3
TYP.
GABION.
I
Exlsr.
GABION
wnus
5
GH
IRALNAILT
EFT
EXIST
LE. ]_]• EXIST. P
EXIST.
ST.
OVERFLOW
S
EXIST
PROTECT
CU LYERT EXIST
S
5
ING
CONFIRM
THE
CABLES
THOLE
FINAL
LS
S
AND
IN THIS VERIFY
SPINA
NA
ENE
O
F
PLAGEME
RANK SMITH RD
1 0
Oa60.
0a50
In0a20
Oa10
m
l
MJ
S
2
E
26 EM
EXFST3 oP
POWER OPo
THE LOCATION OF THE CABLES BEFORE
I
n o
i2
UNDERGROUND CONTRACTOR
S
POLE
IN PLACE
EO
21
d
TMBER
------
FACING
MAT
NOTES 1.
4 FOR CROSS
3. SEE SHEET
FOR
4.
SEE SHEET B FOR
5.
REFER
TO SHEET
FOR
8
0
SECTIONS.
TYPICAL DETAILS. TEMPORARY TRAFFIC 7
GENERAL NOTES. ---------
LEGEND AND
SEE SHEETS I- 2 FOR COMPLETE
2. SEE SHEET
CONTROL.
at
d
1
DP NIMIAN WA
S
SPIRALNAIL ANGLE. 4
1
LOCATON DATA TABLE
EAST
FM LOCATION
DATA
WEST
TABLE-
705. 1
ELEV.
7
1-
360921.
3
1001789.
8
488. 5
380918.
3
1001799.
1
d88. 00
FM
25/
4 !
4]
5Jl'
8J
1// /\ EXIST.
APPROX.
EASTNE
ELEV.
POINT
NORTHING
EP
388903.
2
1081847.
2
488. E
FM11
388906.
5
tOB18M.
9
d8].
8
FM
12
388903.
2
100181].
2
088.
0
FM
13
360891.
6
1081843B
458.
8
FM
15
3800W
2
1081828.
5
152.
2
FM
18
380097.
8
1081030.
2
457.
1
FM17
3888%
2
10818
B
4-
F8 M1
388098.
__ ----
5
466. 5
388922.
I /! S
1'
3 APPROX.
FASTING
NORTHING BP
4
FM \
F\.\ IOW
RAV
UTILITY
--
ANCHCRUNE 1
FM
FM2
i
i
2
ELEV477.
L \\\ \ \\\ \ \
SO
3\ \
s
/
1 \
FM3
388915.
FARO
3689134
FMB
3B880B.
1081008.]
9
1081005.
8
480. 8
1081799.
3
468. 9
F
31
368903.
F.
7
368902.
BIIT
151.
1081000A
3
FM
9
\
FENCE
94. 1
1081]
E
3809080
1.
3809052
1001790.
1795.
DEFINES
\
2
Q\
1
LIMRB.
WING
WALL
F'
EXIST.
L P1AN 130. 15.':\\\ S LTFE HING UINES
A
f
458. 3
0
07. 5
EL
CLEARING
TT
LIMITS.
///`
t \
PLAN
4ss. 0
5
PERW \\\\
f
\ \
5\ \!
Y
0
JM FMB
ILT FENCE
1 y
STANDARD 8
CLEARING FMB
1
T
PER
FORTENBURV
THERESA
AND
SCALE: 1"•
TIMOTHY ASHBURN S
RUTH
FORTENBURV
AFN3360301
AN37
AND
0
1081827.
9
452.
3
FM19
368898.
1
1001828.
0
452.
0
FM
10
388900.
i
1001826.
E
152.
8
FM
21
388804.]
1001824.
1
451A
FM
22
388908.
3
1081822.
2
480. 5
FM
23
380908.
0
1081822.
9
481.
FM
24
380908.
9
1081835./
FM
25
380908.
9
1081035.
d
FM
28
380908.
E
1081028.
9
9N
22
368910.
E
De-.
1
48]
0
SN
23
368907.
5
1081828.
9
48].
0
B
1.
1836.
1
467E
1.
181
ASHBURN
AFN3729572
480 POLE
FM1U
388808.
2
1001]
457S
84. 5
PROTECTIN PROTECT
IN
PUCE
I
388PRS
SN1
1081]
90. 1
485. 5
1081]
93S
485A
1081)
99.]
466. 5
SN3
3BB918.
1
SNO
368918.
9
1081003.
E
488. E
8N5
388915.
E
108100].
9
488. 5
38891].
8
1081799.
8
184. 7
368914.
1
1001801.
5
464. E
1081788.
5
483. 2
1081791.
8
462. 9
EXIST GUAR-
11
UGGING
TIMBER
PAIR BAOHi5
A
REPAIR
STAWALERB
8
481.
8
484. E
-
B
470 SNB
SN
7
SN8
368BIS1
8N9
368915.
0
SN
SN
SN
5
FM SN
2
LLL4LLL_
L `
10
360913.
1
081798.
0
SN
11
388916.
9
10
HWB
4
SN
12
388911.
481.
IMT
2]
23
E
IS
IS 0
1
3N
28
LL
0 SN
W2.
1081
461.
8
0
3)
I
T
i
.
SN
13
388915.
6
1081936.
8N
14
388912.
E
fOBiB05.
2
480. 8
9N
15
368911.
3
11.
1708. 9
480. 3
SN
16
3689102
N
M
1
14
9
8
487. E
'
FM
460
1. 1
2
S.
-
4 1"
N 1 E
SN 25
TYP)
M
N•
30
B
-
368906.
fACWG
OJ
FM 9N
SN 20
FM26 OEN]
12
3
SN
2
388909
SN
28
3889
SN
29
SN
30
-
?
1
380808.
6
68
1081822.
7
484. E
1081022.
9
483.
1081028.
E
483. 0
1830.
5
489. 0
0
i
14 F
1081790.
4 M1
_
459. 9
4
41.
SN
31
88901.
3
1081833.
8
483. 0
SN
32
368901.
7
1001834.
1
482.
SN
33
388900.
2
1001830.
E
482. 9
5
1
OVERFLOW SN
380900.
1]
1
OS].
0
0.50. 0
98. 4
0.58. 3
1081785.
E
8
CULVERT
IYP) R WIN
B
t081789.
19
388908.
3
1081)
SN20
388909.
1
1081799.
1 -
SN Tt
38890. 5. 3
1081798.
1
SN
18
SN
_
WALL
FM
1
FM
15
453.
SN.
-.
2
10018H.
3N
35
388900.
3
10818222
3N
36
388805.
4
1081829.
3
d82. 0
459. 8
SN
5
1081837.
2
d59. 0
1081813.
2
45114
458. 0
1)
4$ 0
S
3 I__
F__-________________
S
-
37
388895.
SN30
3880818
SN
39
388808.
9
1081026.
7
SN
00
38B903.
2
1OB1829.
3
151. 1
SN
41
388888.
a
1081830.
4
0.57. 9
SN42
3B889].
0
1081832.
E
458.
2
SN 43
388904.]
1001
A
0.
6
SN"
308899.
0
100182].
9
462.
E
SN45
308894.
5
1081B30.
0
452.
E
EN46
380093.
2
1081833.
4
455.
7
SN 47
380091
B
10810370
48
388009.
0
t081841.
LEGEND T
SPIRAL NAIL SILT
BOX
DIRECTION
SPIRAL SPIRAL
440- 00
ARROW
ORDINARY
HIGH
APPROX.
NAIL THROUGH
EXISTING
WATER
MARK
OHWM
ELEV=
450. D(
VARIES)
0+
0+
40
GABION
NAIL
THROUGH FACING
PROFILE
MAT FACING MAT
X
CONCRETE CULVERT
FENCE
FLOW
FM
EXIST,
GABION
THROUGH
POINT
SCALE: 1"•
X
5'
70
SN SNX
HOD
SPIRAL
PE
ARRIL
MANAGER
DATE
WELLS.
2-
5
45].
T
NAIL
HORIz.
SCALE:
1'=
5
VERT.
BCALE:
1•=
5
uTZ O
!
Coe"
CJ PROJECT
458. 8
PROJECT
DEPARTMENT
A' ,
4
OF
NOTE:
SCALES SHOWN ARE FOR FULL
SIZE
p
FCC _`
O
ID: 1851
w"
SOUTH TOUTLE ROAD
SHEET
HEADWALL REPAIR
3
( PLAN SHEETS ONLY. SCALES FOR PUBLIC WORKS 24" x38") CRP NO. 811 51700 of No ARE PLAN AND ELEVATION n I r\ SCALE. APPROXIMATELY ONE HALF SOUTH COMPUTER FILE: 4J185Bm5_ 302. eq 160013TH AVENUE RAID
DRAWN
DATE
BY
CHECKED
APPROXIMAHALF SIZETELY NSHEELF
4
RE BY
DATE
48HINY`-
KELSO, WASHINGTON
eB626
N
cJ>
sf' `
zi
APEX.
F
p p
EXIST. EXIST. EXIST.
GVARGiAIL
EXIST.
1] 0
470 EXIST.
GUARDRAIL ST. TIMBER
GUARDRAIL
LAGGING
GUMORNL
Oro
Oro
IXIBT. EXIST
Oro
TIMBER ITO
G
GABI
FACII
PRO
E
4X3
WALER Oro
BENA
PR
WALL
Oro
ED—
ER
G MA EXIST
GAB
WALL
a65
4S5
EXIST.
485
485
HERPATE,
IST.
9B5
o
IBO
185 TMBE
G1M
o11w
4
POST4B3
MBE FAG
L
SPI
NAR /
wAs
Raw
F
t
Iw
480
IST.
OPS
m
Rr
oP
480
480
4B0
Ofifi
4
FM
480
lzE% ST ROW O Ib6
455
453 OR
OR
I
I
430
460
450
450
450
O30
450
EO EG
EG
L
445
b5
b0ZO
-
10
0
10A
8T
EXIST.
20
40b0
30
443
41b
44020 -
10
0
10
0+ 20
?
D
GUARDRAIL
EXIST.
1] 0
Oro
Sp
M0411 -
40
10
0
10
0+25
STA
I--
413
8TA
20
30
915
b5
IpMO
M0-
445
YO
-
10
O
10
0+ 30
20
IOHO
30
STA
GUAROPNL EXIST.
4T0
Oro
FT-FfIX
GIMRORAIL
4nl
Oro
Iro
Oro
GAB
WALL
EXIST
M1D
G4Bl
ttL
XAISr.
NML
Aelor
VE
ASRPIAAND ER
B
TE,
EXI5-
TYP.
Lt
Igo
OR
R
El EG
EG
41S
445
H0YO
-
10
0
10
20
4/
416
b0-
i0M0
30
8
ZO
-
10
0
10
STA 0+ 40
STA
20
445
M0-
40b0
30
416
p
.
10
0
10
0+45
20
.
40b0
30
415
N%
10
0
10
STA...
A
30
4pM0
STA O+ g6
1. SPIRALNAIL LENGTHS SHOWN ARE APPROXIMATE. NAIL LENGTH TO NOTE: CROSS SECTIONS
2,
BE DETERMINED
BY CONTRACTOR.
FOR
SECTIONS,
ADDITIONAL
SEE
SHEET5.
SCALE: i"=10' HORIZ. 1"=
IZ. ROD
WELLS,
PROJECT
PE
APRIL
MANAGER
MTE
ID28
CALE:
DMWN
BY
NO.:
EDBY
v 1P
1851 81ro0
DATE COMPUTER
CHECI(
1'=
zco4
DEPARTMENT
G ROAD
CPH
w
SSCALE.
PROJECTID:
FILE:
S_]
185Bao53o3.
A.
OF
Q.
PUBLIC
ay180013TH BMNO
,
WORKS
(
AVENUE SOUTH
KELSO, WASHINGTON
DATE
V VERT.
NOTE' 24" X36")
SCALES SHOWNARE PLAN HALF
AP
SHEETS ONLY. SIZE
FOR
FULL
4p 6' ' .
SIZE
SCALES FOR
O'
'
SOUTH TOUTLE
`
L
CRP
PLAN SHEETS ARE
PROXIMATELY ONE HALF SCALE.
98626m
ROAD
SHEET
w.
r
APEX.
.
q
N0.
II/
L
L
HEADWALL REPAIR
4
CROSS SECTIONS
OF
011
8
EXIST.
GUARDRAIL,
PROTECT
IN
EXIST.
PLACE
GUARDMIL,
PROTECT
IN PLACE
EXIST.
GABION
PROTECT
EXIST. EXIST.
GUARDRAIL,
PROTECT
IN
WALL,
IN PLACE
EXIST.
GABION
TIMBER
WALL
PLACE
LAGGING
EXIST.
TIMBER
4% S WATER SPIRAL SPIRAL
NAIL
WASHER
W/ FLANGE
PLATE,
NAIL
WASHER
AND
TYP.
WI
FLANGE
PLATE.
POST BEAM
AND
TYP. SPIRAL
L
L L
NAIL
WASHER
W/
FLANGE
PLATE
AND
BEYOND
LL
LLLL
LLL
EXIST.
LLL
TIMBER
LLLL
WINGWALL
LLLL FACING
FACING
EXIST.
EERTBEYONOVERFLOW CULVERT NOT NAILS
BEYOND
IN STALL
THROUGH
LI
MAT MAT
L
ORDI
ROW
WATERLINE RUNE
DO O
I
SPIRAL
CULVERT.
I
I
L
TOP B%
SLAB ST.
OF
CULVERT
LLL L L L
GH
EXIST. CONCRETE
U
AND
WINGWALL
FROM
FACE
OF
CULVERT
APRON
9---------------
LG
EXIST.
i
SECTION
3
SCALE:
EG
I
NTS
L,
SECTION
3
SCALE:
SECTION
3
NTS
SCALE: NTS
GUARDRAIL, EXIST.
PROTECT
GUARDRAIL,
IN PLACE PROTECT
IN PLACE
EXIST. AND
EXIST.
GASION
PROTECT
IN
SPINAL
NAIL
POWER VERIFY
CABLES. TIE
CONTRACTOR
TO
SPIRAL
WALL,
NAIL
WASHER
PLACE
LLL
POTHOLE.
LOCATION.
W/
FLANGE
PLATE,
II ::
AND
TYP.
FACING
EXIST.
MAT
GABION
4X5
AND ViASNER APOWASHER SKEW/PLATE, E
L L L L L
LL LL LL LL
FACING
TIMBER
CRIBBING
FLANGE
MT
EXIST.
INSTALL IN, MINIMUM VE- CAL
L EXIST.
POWER
TIMBER
LINE,
ADJUSTED
WINGWALL
TO
NAIL
VERTICAL
MAXIMUM
ANGLE NGUSMAYB MAY
OF
30
LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLI
LLLLLL LLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLL
_
LL
BE
ORDINARY
HIGH
WATERLINE
CONCRETE EXIST.
WINGWALL
LAGGING ORDINARY HIGH
LIB
ROW
DEGREES.
i
EXIST.
LLLLLL LLLLL
EXIST.
WATER
LINE
WA WATER
BEAM
POST,
TYP.
APPROX. EXIST.
TIMBER
14-
THICKNESS
TIMBERCRIBBING
CONCRETE
Q—
APRON
EVEN
BEARING
BY
OF
4X6
IYLONG.
BETWEEN
WALER
EP, PAL PROVIDE BEAM
ANO
NAILS./
WASHER
FLAN PLATE,
E I
AND
GABION. CONTRACTOR TO VERIFY CRIBBING THICKNESS
9
REQUIRED.
EO
SECTION 3
HOD
WELLS,
PROJECT
PE
APRIL
MANAGER
DATE
23
SECTION
HER,
SCALE:
VERT
SCALE:
DRAWN
R. BY
A.
No :
ID:
ttl
VtZ Co
WA
RS
4o
DEPARTMENT NOTE:
WORKS
(
DATE
24-
SCALES SHOWN ARE FOR
X36') PLANSHEETSONLY.
e_]
133Bao5_
sDL.
ap
160013TH
AVENUE
SOUTH
KELSO, WASHINGTON
98HING
98626
FULL
off '
SIZE
SCALES FOR
HALF SIZE PLAN SHEETS FILE:
A
'
rN
r
WALER
BEAM
SCALE:
NTS
DETAIL( PLAN VIEW)
HEADWALL
ROAD
REPAIR
SHEET
5
CRP NO. S11
ARE
APPROXIMATELY ONE HALF SCALE.
g 3
SOUTH TOUTLE
9,
Y,
PUBLIC
snob
W BY
DALE: NTS
j.
INi1
DATE COMPUTER
CHECKED
1'•
OF PROJECT
GPH
3 $
SCALE: NTS
q
sTBB` R'^''
Y , 5`
APEX. y I— L^
TYPICAL DETAILS
OF
8
36" 36"
36"
ONE LANE
BE
ROAD
PREPARED
AHEAD
ROAD WORK
TO STOP
HEAD
36"
36"
36"
W20- 4 W20- 1
36"
W20- 76 OPTIONAL)
36 r
d
W20- 7A rs
OPX
STOUTIE
FRANK SMITH ROAD
oNzM
36" TO B ONE350'
350'
LANE
35tt
350'
TWOWAVTRAFFICTAPER
SCALE: J" TRA
ONE LANE
I.
MINCE
ROAD AHEAD
a oE°V1 36"
36"
36" 36"
MIN.
BE
36"
W20- 4
PREPARED
W20- 7A
TO STOP
36"
ROAD
36" 3,
36
WORK W20-*
W2ONA
W20- 7A
HEAD
OPTIONAL)
36" 36" W20- 1 ROAD
NOTES:
TRAF
WORK W20- 78
36"
fC
ADJUSTMENTSCONTROL PLANIT
36"
HEAD CHANNELIZATION DEVICE SPACING( feet)
OPTIONAL)
2.
EXTENDING
3.
NIGHTWORK
C.
ALL
5.
CLEAR
SIGNS
THE
REQUIRES
ARE
DEPICTS LD CONDITIONS, GENERALSETUP CONTRACTOR SHALL MAKE
CHANNELIZING
BLACK
DEVICE
ADDITIONAL
ON
ORANGE
TAPER
ROADWAY
UNLESS
LEGEND
ACROSS
SHOULDER
LIGHTING
OTHERWISE
IS RECOMMENDED.
AT FLAGGING
a
STATIONS.
DESIGNATED.
PH
TAPER
TANGENT
WORK
AREA
TO
ALLOW
2- LANE,
2- WAY
TRAFFIC
DURING
NON-
TEMPORARY
WORKING
WELLS.
PROJECT
PE
APRIL
MANAGER
DATE
2026
Noga.
SCALE
VERT.
SCALE'.
pgOJECT ROUE .
PROAD
CPH OMWNev
I0:
v, RZ NVA WA
40
1
FLAGGING
20
35
30
W
PVC
PROTECTION
DEPARTMENT
go
OF PUBLIC
51100
NOTE:
WORKS
(
T18-
5SM-
S
1600 y
DATE
q 9' V'
'
CRP FILEU-
RS SY
SCALESFOR
A.
00'
SCALES SHOWN ARE FOR FULL SIZE
24" X36") PLANSHEETSONLY. N
DATE COMPUTER
CHECKED
CO,+
o O
1051
Aa
4SHIN GQ
13TH
AVENUE
KELSO, WASHINGTON
SOUTH
SHEETS
APPROXIMATELY ONE
HALF
STATION
VEHICLE
OF
TRAFFIC
SOUTH TOUTLE ROAD
SHEET
HEADWALL REPAIR
G
NO
ARE SCALE.
L'^ Q
98626 tWAI.' ,\
Y
1
APEX, J
LOCATION
DEVICES
HOURS.
25
DIRECTION
HOD
SIGN
CHANNELIZING
W20- 1
TEMPORARY
TRAFFIC CONTROL PLAN
F o
8
FACING
MAT
TYPICAL
STEP
I
PLACE
THE
THE
tll> WIRE
NATIVE
SLOPE,
WOODEN
STAKE
TO
MAT
TACK
MESH
MATS
FLANGE
MESH
WASHER
MAT
0
WITH AND PLATE
FACING
USE
WHERE IN
SPIRALNAIL
WIRE
ON
MAT
OVERLAP
NEEDED
PLACE.
0'-
6"
HORIZONTAL (
1'-
0"
VERTICAL (
TYP)
TYP)
NATIVE SLOPE
LOAD
SPIRALNAIL INTO
SPIRAL
THE
WITH
NAIL
SPIRALNAILS
BOTTOM THE
OF
THE
WASHER INTO
SLOPE
AT
ANGLE
VARIES
WOOD
STAKE
FROM
THROUGH
AND
COMPETENT THE
THE
WIRE
NATIVE
REQUIRED PER
1
THE
SLOPE,
PLATE
MESH
SPIRALNAIL
ANGLE.
N
APPLICATION.
SPIRALNAIL
STEP
3
PLACE
WIRE
OVERLAP
NAIL IN
MATS
MESH
PER
PROJECT
SPIRALNAILS
GRID
PLANS
PATTERN BEING
THROUGH
WALL
ELEVATION
PLATE WASHER 3"
DIA.
o
VARIES
O
WITH
INTO
SLOPE PROJECT
TO
PER
PROJECT 8"
y4"
SHOWN)
PLATE
FLANGE
o
SLIDE
NAIL
ON
WASHER
OVERLAP.
MESH
SPIRALNAIL
PICTORIAL
PLANS.
PER
SURE
WIRE
SLOPED
FLANGE
PLATE
DRIVING
WASHER PLATE
AND
BEFORE
SPIRALNAIL
15'
TYP_ FOR
WALL
DRAINAGE,
PERFORATED MAY
BE
NAILS
STEP
4 STEPS
THE
WALL
EDGE
OF
NAILED
1-
3
MAKING THE
INTO
TO
THE
SURE
WIRE
MAT
END
THAT IS
AS
PE
APRIL]
LwNAGER
DATE
028
SPIRALNAIL
SLOPE.
NOT
HORIZ.
SCALE:
VERT
SCALE:
PROJECT ROAD
cPH DRAWN
By
NO :
WA
Vi2
WA
COVH
DEPARTMENT
TO
SCALE
(
av
DATE
SCALES
SHOWN
24', W) PLAN SHEETS
ARE
ONLY
FOR
11_ T1858U0580B.
Mg
160013TH
4
AVENUE
KELSO, WASHINGTON
SHIN
SOUTH
APPROXIMATELY
ALTERNATIVE
SEQUENCE
FULL SIZE
SCALESFOR
o`
•
A.
SOUTH TOUTLE ROAD
f
4'
Ark
f
r
8
HALF SIZE PLAN SHEETS ARE FILE:
SPIRALNAIL
SCALE
D NOTE:
PUBLIC WORKS
s17M
TO
DEPARTMENT
IMI
DATE CONFUTER
CNECKEo
ID:
DRIVE ENGINEER.
OF
NOT
WELLS.
BY
EACH
SECURELY
CONSTRUCTION
RROJECT
SPIRALNAILS
ANGLE
REQUIRED
PERFORATED
HOD
AT
USED.
DESIGNATED LENGTH
t
REPEAT
E
HAMMER.--
FLANGE AND WASHER PLATETE DRIVE
PER
HAMMER
THE
FLANGE,
SLIDE
SPIRALNAIL
2
iPg
j51
H ILFIKER
STEP
ONE HALF SCALE.
q
98626 waL
T
APEX, A EX.,
HEADWALL
SHEET
T
REPAIR
CRP NO. 811
SPIRALNAIL
CONSTRUCTION
SEQUENCE
OF
Q v
jl
LOAD
STEP (
SPIRALNAIL
WITH
FLANGE,
THE
HAMMER.
INTO
HILFIKER
HAMMER SPIRALNAIL SPIlALNAll_,
MAY
VGI
VARY
RGJ F,
L
DER I' AY
i
7
SPIRALNAIL
GABION DRIVE
STEP
2
THE
THROUGH
SPIRALNAILS cnBloNs
COMPETENT
AND
TYPICAL SECTION
INTO
NATIVE
SCALE:
3"=
20
SLOPE.
101 FLANGE SLIDE
ON
WASHER
FLANGE
PLATE
DRIVING
LENGTH
v,
AND
BEFORE
SPIRALNAIL
AS
REQUIRED
SPIRALNAIL NOT
CONSTRUCTION NOT
HOD
wELL3.
PE
PROJECTNRNAGER
APRIL
2023
IgRIZ.
SCALE:
VERT.
SCALE:
PROJECT aoAn DI DMWNSY
WA
VTZ
WA
O 4
DATE
No.:
ID:
COVN
RFlLE:
11_ T185-
5_ SSS.
Mg
NOTE:
WORKS
24'
16DO 13TH AVENUE SOUTH y
BY
DATE
KELSO,
BNINGQ
SEQUENCE
D
OF PUBLIC
WASHINGTON
98626
SCALES
SHOWN ARE FOR FULL SIZE
PLAN SHEETS ONLY.
A.
SOUTH TO UTLE ROAD
oa b
r 8 tO
SCALES FOR
/
HEADWALL REPAIR
n36HHALF SIZE PLAN SHEETS ARE APPROXIMATELY
ONE HALF
SCALE
SCALE
DEPARTMENT
•
DATE CGMPI—
CRECKED
!
1851 sToo
TO
TO
SCALE.
cRF L _
AclsreF
//\
1/
® a ^
R
.,•
SHEET
8
Noan
CONSTRUCTION SEQUENCE SPIRALNAIL THROUGH EXISTING GABION
OF
8
Appendices
January 2, 2012) The following appendices are attached and made a part of this contract:
APPENDIX
A- TOPOGRAPHIC
SURVEY
APPENDIX B - SILT FENCE WSDOT STANDARD
PLANS
APPENDIX C - HAMMER CHECKLIST FOR CONTRACTOR APPENDIX
D - SPIRALNAIL
APPENDIX
E-
PROJECT
LOAD TEST PROCEDURE
GEOTECHNICAL
REPORT
Appendices South
Toutle
Road
Headwall
Page 80 Project
No.
1851
APPENDIX
A
Topographic Survey
Appendices
South Toutle Road Headwall Project No. 1851
Page 81
APPENDIX
B
Silt Fence WSDOT Standard Plans
Page 82
Appendices South
Toutle Road
Headwall
Project No. 1851
POBtOF",
t@
l
SEE WFC. maw
NOTES
Ri FASTEN
POST
GEOTE%
EVERT
TILE
S' iIN)
1.
Install the ends of the silt fence to paint sllghtty upslope sediment from flown around the ends of the farce
2.
Perform
TO
3
NATIVE
with
Standard
Specification
Splices shall never be placed in low spots or sump locations. If
4.
6
SOIL •,
In accordance 3( tb).
O. 0
GEOTEXTILE
Bi1O COMPACTEDCOMPACTED
maintenance
841. 3( 9) A and".
to prevent
splioas
are located in low or sump areas, the fence may need to be
ralnsta
Iled
unless
the
Proled
Engineer
approves
the
insta IWbon
Install sift fundingfeng parallel to mapped contour lines.
H
SELF-
now1200
DOCKING
TIE-
MIN. TENSILE
NYLON
9e(
STRENGTH,
MIN.
GRADE),
UV STABILIZED SEE NOTL
1
Bl1RY GEOTEXIILE IN TREW"
Z.
NOTE DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND AROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTH SURFACE
FOLLOWING
RATING FLOWS PREVENT
EXCAVATION
COMPACTION
UNDERCUTTING
TO
MUST
BE
AVOID
GEOTEXTILE
FOR
SILT
FENCE-
SEE
STANDARD
COHCEwr-
ADEQUATE
TO
I* TA
6
FLOWS
SECTION POST
____
MOD OR STEEL •-
TYPICAL
INSTALLATION
DETAIL
TYPICAL) v
iSTEEL POSTS
SHDM)
FASTEN
TO
FABRIC(
POST e•
EVERY
GEOTEX
V
O" C
TILE)
TYPICAL]
TYPICAL SEE
NOTE
1
YYTTTIOlJ7
FENCE
BAILTCKUP BACNUP
SUPPORT
ISOMETRIC STEEL
POSTS
SILT FENCE
SHOWN)
STANDARD SPLICED
FENCE
TOGETHER ESCAPING
TO
SECTIONS PREVENT
THROUGH
THE
SHALL SILT
BE
CLOSE
LADEN%""
FENCE
AT
THE
IER
SHEET
ENOUGH FROM
PLAN 1 OF
1. 30. 1"
APPROVED FOR PUBLICA.TIDN
OVERLAP
Pasco Bakodch NO SPLICE
DETAIL
MOD POSTS
SHOWN
2
1 SHEET
122113 mrE
AM
qw
Mr* Ha`-
5w
u. va+. w. d*
w..
re. Mnw
APPENDIX C
Hammer Checklist for Contractor
Page
Appendices
South Toutle Road Headwall
Project
No.
1851
83
Contractor Checklist for Use of Hilfiker' s Spiralnail Hammers Hammer Characteristics: Hydraulic Hammer
Length
Total
ft)
No
2
Weight
Hose
lb)
20. 5
Rating
Size
2060
ft Ibs of energy)
(
550
JIC# 8
Pressure
Hydraulic
PSI)
Flow
gpm)
Min
Max
Min
Max
1400
3000
7
12
8
14
3
20. 5
2040
JIC#
8
750
1400
3000
5
30
4360
JIC#
8
750
1400
3000
8
14
3000
16
29
23
6 Includes
5800
JIC#
10-
F
1500
1400
Hammer Tow Dolly is 620 Ibs
counterbalance
1)
Appropriate
PPE.
2)
The two 25- foot hydraulic
hoses
provided
with the hammer each have JIC 48( hammers
hammer 6) female ends. These need to be adapted to your power source.
2, 3, &
5) or JIC# 10
See pressure and flaw requirements
above. Verify ahead of time that your source will meet these specifications. 3)
Quick connect fittings will save considerable time and mess if you plan to alternately drive nails and use your equipment
4)
Hammer
for other tasks.
support:
two chains( minimum
of 3/ 8",
grade 80), slings, or cables, etc. ( or whatever safety regulations
you are subject toy to support the hammer from crane. Use shackles as needed. An additional hydraulic hose will likely be necessary. 5)
If operating with a crane, two 50- foot ropes tied to back of hammer to control hammer orientation and to absorb recoil of approximately 500 Ibs when driving nails.
6)
If tooth spacing on bucket does not match support fingers on hammer, you may need to weld a steel plate or cutting edge across the top of bucket teeth. Suggested thickness of plate is%".
7)
If operating from excavator, a minimum of two chain binders ( ratchet ing binders offer more tension control
than traditional binders), and a third redundant chain and binder for safety ( chains should be a minimum of 3/ 8", 8)
grade 80).
Grease and grease gun ( chisel paste or moly grease) for twice daily lubrication of hammer anvil. When greasing, have about 300 Ibs of force on face of anvil.
9)
Spray paint for marking layouts.
10)
Tools: a.
Magnetic roofer' s level, to properly set nail angle
b.
24" Bolt cutters
c.
Sledge hammers:
d.
Truss Walls:
2 lb and 8 lb
15/ 16"
e.
and 1" wrenches and %z" ratchet with extension and 3/a" socket
ii.
2' or 4' Carpenter' s level
iii. %
z" pipe ( 12" long) to bend spiral ends
iv.
Tie wire or heavy zip ties to hold mat sections together while spiraling
v.
Pliers: Channel lock and vice grip
vi.
Pipe laser or slope laser is especially handy for truss wall set on a slope
vii.
String line
For Spider installation: i.
Shovel, or digging tools
ii.
Rebar bender to bend# 4 rebar ends after they have been driven into the ground.
iii.
Y2"
iv.
T Post driver or ground rod driver for putting rebar in
ratchet with extension and%"
6/ 20/ 24; Page 1 of 2 W: lproductInfo15ptralneiI\
HammmrslHammerChecklistforContractors\
socket
HammerChecklistfarContractorsUpdated6-
20- 24. doc.
NOTES
SPECIFIC
TO HAMMER#
4
Photos of SN Hammer# 4:
rAL
i y
IN
Hammer
Mount
Birds
Eye View
04
BOLTS
Flat
Plate:
Can be used for attaching your quick release mechanism Dimensions
of square flat plate
are %"
x 23" x 23"
Bolts:
Can be used for attaching the quick release adapter We use four bolts to hold bucket adapter Bolts are 1" in diameter and are spaced 19" on center
6/ 20/ 24; Page
2 Of 2 W: lp roduct Info\ S piralmil\ Hammers\
Ham m.
r
Checkli
st for
Contractor5\
Hammer[
heckl
i st
for
Contractors
Updated
6- 20- 24. d oc.
APPENDIX
D
Spiralnail Load Test Procedure
Page
Appendices South
Toutle
Road
Headwall
Project
No. 1851
84
Welded Wire Wall-
Eureka Reinforced Soil
F1
Gabion Faced M. S. E. • Reinforced
HILFIKER
RETAINING WALLS
SPIRALNAIL
Soil Embankment
ArtWeld Gabions• Spirainail- Steepened slope - Trinity Wall
LOAD TEST PROCEDURE
Introduction
In soil reinforcement, for a retaining wall or an over- steepened slope, the Spiralnail develops a mechanical bond with the soil through the clockwise twist of spiral ribs as it is pulled out of the soil.
Pulling out the Spiralnail imparts a clockwise torque against the soil in contact with the Spiralnail. So, when the Spiralnail
is load tested, a counterclockwise
twist is developed
due to the resistance
of the soil/ Spiralnail skin friction. Therefore, to load test the Spiralnail performance in soil reinforcement, it must be locked against rotation while it is loaded in pullout as its axial
displacement is measured. This provides a measure of the Spiralnail mechanical bond with soil; and at the point of failure in pullout, it also provides the compound shear strength of the soil against the entire length of the nail. The Hilfiker Spiralnail pullout load tester is designed to lock the nail against rotation at the same time as it loads the nail in pullout, while allowing sufficient distance for the maximum displacement typical of Spiralnail and self- compensation
for any nail
inclination angle with the tester base plate. Description of Load Test Apparatus
The apparatus is comprised of the following seven component parts: 1.
Spiralnail axial connection
2. 3.
Dual ram attachment slide frame with steel shear pin. Dual ram slide crutches with sharp conical legs.
4.
Heavy base plate for crutches with steel anchor stakes.
5.
Hydraulic dual rams, equalized, with 14- inch maximum extension.
6.
Hydraulic hand or 12V DC Power pump with 25- psi digital and 100- psi analog pressure gauges, 10k- psi max. Micrometer ( 0. 001- inch, 2- inch extension) with adjustable mounting arms, magnetic base
7.
rod and tester attachment.
attachment and a heavy steel anchor post.
The hydraulic dual rams, pump and gauges are calibrated by an independent lab once a year or immediately after any repairs. Current calibration certificates and load chart are provided to the engineer a few days before the scheduled testing.
st" Ge
Page 1 of 5
902 nhone-
Hilfiker
Lane
Eureka, CA 95503
707. 443. SO93
tnll f, pe
571 1 •
web:
900. 762. 9962
www.
hilfiker. com •
Fair
emaii:
707. 443. 2891
infarahi4fiker. cam
i9ir
HRW sN Load Test Procedure Updated
9/ 20/ 19
Page 2 of S
Bond Breaker Option
A metal pipe or tube can be used as a bond breaker as a way to test beyond the failure plane. This option can expedite the testing process, but should ultimately be reviewed and approved by the wall designer for the project. Load Tester Setup 1. Engineer to select Spiralnail to be tested in accordance with the plan notes and specifications, typically a minimum of 24- hours after driven or drill- driven. 2.
Place the tester base plate over the Spiralnail and shore in place as close to perpendicular as
possible to the nail axis flush against the soil, with the center hole of the plate centered over
the
nail. Caution! -
The plate is very heavy. Place cut timbers beneath the reaction
plate to better distribute the plate reaction load over the soils. The timbers should be placed such that the transfer
of loads
to
the
surface
soils
are
a
minimum
of 3" from the
location of the test nail.
3.
Install/ fasten the appropriate tester connection rod [ different styles] to the Spiralnail. The rod should be coaxial with the Spiralnail.
4.
Insert the dual ram slide crutches into the dual ram slide frame. The crutch legs ( stored
dry) should be clean and rust free and lightly oiled. S.
Fit the dual ram slide frame, with the crutch legs in place, over the Spiralnail connection rod and line up over the shear pin hole in the rod as close as possible to the nail head. Leave sufficient distance for the rams to fit on each side. Insert the shear pin and secure with cotter
pin.
See photo on next page.
HRW SN Load Test Procedure Updated 9/ 20/ 19 Page 3 of 5
MICROMETER
ANCHOR
MIC• O
POST I y
L r SLIDE
FRAM .. y
e
rLATE
CONNECTION
HYD4 AM r•
r
a
TYPICAL LEGS, TYP.
ANCHOR POST
7
HAND PUMP
GAUGES SHOWN
6.
Seat the rams, one on each side of the frame, with the push rods seated above the pointed
crutch leg stands and the ram base seated inside the pockets on each side of the slide frame, held in place by elastic bands. The rams are interconnected
with a Y- branch
hydraulic hose fitting. Avoid twists and sharp bends in the hoses. 7.
Inspect for major leaks and attach the hydraulic hose to the pump. The hose end must be clean and free ofdirt or debris. Inspect the pump and gauges. The digital pressure gauge is attached to a flexible hose to facilitate reading. Digital pressure gauge should be handled with care and protected from accidental impacts. Check the gauge battery condition.
8.
Use" C" clamp to attach the 5" x5" reference plate to the end of the axial connection rod.
9.
Drive the anchor post for micrometer gauge in front of the base plate and at least 2inches away from touching any part of the tester frame. Place the micrometer magnetic base
on the
steel post and turn
to" on."
HRw 5N Load Test Procedure Updated 9/ 20/ 19 Page 4 of 5
10. Fit the micrometer into the adjustable arm, hand tighten the holding screw, and place micrometer starting
tip perpendicular
position (
near
to the center of the reference plate. Read and record the to 0. 001- inch.
0. 000")
11. Pump the hydraulic pressure to 50- psi sustained seating pressure for 5- minutes. Loading and Data Recording Load
the
Spiralnail
in small pressure
increments
not
to exceed
SO-
psi. Hold the pressure for a
minimum of 5 minutes per each increment and when both pressure and displacement gauges have stabilized record the time of day to closest 1- minute and the micrometer gauge to 0. 001inch. For pressures of 350 PSI and above, allow 2- 5 minutes for pressure/ displacement to stabilize before recording and incrementing to the next higher pressure. Creep Period( if required) Creep period shall start
The
as
soon
as
the
test
maximum
is applied
load ( DL)
and
the
nail
movement shall be measured and recorded at 1 minute, 2, 3, 5, b and 10 minutes. Where the nail movement between 1 minute and 10 minutes exceeds 0. 05" maintain the maximum test load for an
5%
additional
30
minutes
of the intended
and record
movements
at
10, 20 & 30 minutes.
Maintain
all loads within
load.
Testing to Failure( if required) If the site presents concerns that Spiralnail refusal may occur and if the Spiralnail is not intended
to be a production nail, testing to ultimate failure is best. The ultimate failure of a Spiralnail would provide data ( soil to Spiralnail bond strength information) to allow an optimized redesign in the event that future refusal occurs and a redesign is necessary. It may be advantageous to use the Abbreviated
Testing Procedure (
ATP)
after
the
Design
Test
Load ( DTL)
has been proven.
Using
the ATP would allow a relatively quick way to ascertain the failure point and secure the sitespecific bond strength information, if needed in the future.
When the micrometer gauge retracts near its maximum, read and record the pressure gauge then the micrometer. Then quickly and safely adjust the micrometer arm close to the maximum gauge extension (
near
0. 000")
and read the gauge and record as reset. Then pump the rams back to
sustained reset pressure and read the micrometer again, record as gauge reset; then resume the loading.
Continually monitor the tester base plate and all other components during the testing for stability of the apparatus; support and adjust the setup as necessary. Note: over
It is critical that the Spiralnail for soil reinforcement be loaded very slowly and gradually several hours in
order to
fully develop the passive
being tested for dynamic loading or other reasons.
resistance in the
soil -- unless the nail is
HRW 5N Load Test Procedure Updated 9/ 20/ 19 Page 5 of 5
Abbreviated Testing Procedure This test can be accomplished
in an abbreviated/ fast form with the following Setup Procedure.
This test will typically yield a lower pullout value but for the sake of an expedited test it may be worth the risk.
1.
The 24 hour driven to pullout time may be eliminated. Immediate pullout testing can occur after the Spiralnail is driven.
2.
Pump the hydraulic
pressure
to
50%
of the Design
Test
Load ( DTL)
and
sustain
for 5
Incrementally, increase the pressure at increments of 5% DTL. A different percentage or testing parameters specific to the project may be specified by the Engineer. minutes.
The Spiralnail is to sustain these incremental pressures increases for 5 minutes. the
gradual pressure
increases until the
Continue
TL pressure is acquired. If the test pressure
TL the test has proven a successful bond strength design and it is not required to proceed to failure. If sustained pressures cannot be held the Spiralnail has reached its pullout value.
exceeds
h- M1. 01
sh- wall\
the
Prodmet infoNSpirahiatI\ Test I n forma ti on\
Load Test Procedure\$ piralnaiI
Load Test Procedure
IIPDATED
9. 20. 19. docx
APPENDIX
E
Project Geotechnical
Report
Page
Appendices South
Toutle
Road
Headwall
Project
No. 18S1
85
oyavxlz coo,
South To utl a Road Headwall Repair
ShING10
Geotechnical Engineering Report
October
DELVE underground
2024
Final Rev.
This page is intentionally
left blank.
South
Toutle Road Headwall
Geotechnical Engineering Report
Repair
Document QA/ QC Check Form Project Number
6463. 6— South Toutle Road Headwall
Repair
and Name: Document Title:
Geotechnical
Rev.
Document
Description/
No.
Date
Design Phase:
0
7/ 25/ 2024
Engineering
Geotechnical explorations and engineering to support retaining wall repair Technical Prepared
Farid Name
Date
Final
by
Checked
by
James
Struthers
7/ 22/ 2024
7/ 22/ 2024
Prepared
Checked
Lucy Campos
by
;
Farid Sariosseiri
by
17/ 25/ 2024
7/ 25/ 2024
Technical
by
Editor
Approved by
Review by
Farid Sariosseiri
Lucy Campos
Farid Sariosseiri
9/ 12/ 2024
9/ 12/ 2024
9/ 17/ 2024
9/ 18/ 2024
Prepared
Checked
Name
Cecilia
Date
Burke
10/ 11/ 24
underground
Approved
Review by
Cordes
9/ 18/ 2024
DELVE
Editor
Sariosseiri
Cecilia Burke Shaun
1
Report
Technical
by
Name
Cecilia
Date
10/ 3/ 2024
Burke
Farid
by
Sariosseiri
10/ 8/ 2024
iii
Review
Editor
Approved
by
by
Lucy Campos
Farid
10/ 9/ 2024
10/ 11/ 2024
Final Rev./
Sariosseiri
October 2024
South Toutle
Road Headwall
Repair
Geotechnical
Engineering
Report
This page is intentionally left blank.
DELVE underground
iv
Final Rev./
October
2024
South Toutle Road Headwall
Geotechnical Engineering Report
Repair
Table of Contents Document
QA qC Check Form..............................................................................................
iii
1. 0
Introduction
and Project Information............................................................................
1
2. 0
Geotechnicai
Investigation............................................................................................
2
3. 0
4. 0
5. 0
2
Borings................................ .........
2. 1
Exploratory
2. 2
Laboratory Testing........................................................................................................
2
Site Conditions..............................................................................................................
3
3. 1
Surface
3
3. 2
Site
3. 3
Subsurface
3. 4
Groundwater
3. 5
Existing
Wall Conditions................................................................................................
5
Slope
Stability Evaluation..............................................................................................
6
4. 1
Analyses...................................................................................................... .................
6
4. 2
Results
Description........................................................................
Geology..................................................................................................................
Mitigation
Conditions ............................................................................. Conditions ...................................................................
of Slope
Options
..................
4
......................
5
6
Stability Analysis.................................................................................
and Design
3
7
Recommendations ........................................................
8
5. 1
Option
1: Rock Armoring ..............................................................................................
5. 2
Option
2: Soldier
Pile Retaining Wall..................................................... ......................
g
5. 3
Option
3: Micropiles and Grade Beam .......................................................................
10
5. 4
Option
4: Anchoring
System.......................................................................................
10
5. 4. 1
Conventional
Anchoring
5. 4. 2
Spiralnail Wail System with Facing Mats and Spiralnail- Wiretruss Extension 11
5. 5
System...................................................................
Recommendations......................................................................................................
10
12
6. 0
Limitations..................................................................................................................
13
7. 0
References..................................................................................................................
14
DELVE underground
v
Final Rev./
October 2024
South
Toutle
Road Headwall
Geotechnical Engineering Report
Repair
List of Tables Table 4- 1. Slope Table 5- 1.
Stability
Summary of Mitigation
Table 5- 2. Lateral Table
FOS ................................................................................................. ......
6
Options ....................................................................................
Earth Pressures Soil Parameters........................................................................
5- 3. Soil- Grout
Table 5- 4. Ultimate
Bond Strength
of Micropiles,
Gravity Grouted...........................................
Unit Bond Stress for Pressure Grouted
Anchors..........................................
7 9 10 11
List of Figures
Figure 1. Vicinity Map Figure
2. Site Plan
Appendices Appendix A
Boring Logs
Appendix B
Laboratory Test Results
Appendix
Photos
C
Appendix
DELVE underground
Slope Stability Analyses
vi
Final Rev./
October 2024
South
Toutle
Road
Headwall
Repair
Geotechnical Engineering Report
Distribution Chris Andrews, PE
To:
Cowlitz County Department of Public Works
Farid Sariosseiri, PE
From:
Lead Associate
Prepared
By:
Engineer
Farid Sariosseiri, Lead Associate
PE Engineer
Cecilia
Burke,
EIT
Project
Engineer
Shaun Cordes, LG, LEG
Associate Reviewed
By:
Engineering
Jim Struthers,
LG,
Geologist
LEG
Principal Engineering Geologist
DELVE underground
vii
Final
Rev.
October
2024
South
Toutle
Road
Headwall
Repair
Geotechnical
Engineering
Report
This page is intentionally left blank.
DELVE underground
viii
Final Rev./
October
2024
South
Toutle Road
Headwall
Repair
Geotechnical Engineering Report
Introduction and Project Information
1. 0
Cowlitz County Department of Public Works ( Cowlitz County) has retained Delve Underground
to provide geotechnical services for the temporary repair of a gabion retaining wall on South Toutle Road between milepost ( MP) 1. 07 and 1. 09. The project location is shown in Figure 1, Vicinity Map,
The Project includes improving the stability of a gabion retaining wall that has been undermined by scouring associated with Studebaker Creek, resulting in failure of a downslope timber wing wall. The gabion retaining wall supports the roadway embankment
above an
existing concrete box culvert. The scour behind the failed wing wall has led to upslope raveling and undermined a portion of the gabion retaining wall. Cowlitz County had retained PBS Engineering and Environmental
Inc. ( PBS)
to provide structural
design for the temporary gabion wall repair until the culvert is replaced, which we understand will occur within the next five years. PBS is currently evaluating the feasibility of the following mitigation
options:
Rock armoring to protect the slope from additional surface erosions and Scouring. Construction of a soldier pile retaining wall along the road. Supporting the roadway using a system of micropiles and a grade beam( s).
Improving the stability of the existing gabion retaining wail by anchoring through the baskets and into suitable soils.
The primary purpose of this Draft Geotechnical
Engineering
Report is to provide site- specific
geologic and geotechnical data and preliminary design parameters and recommendations for each proposed mitigation option.
DELVE underground
1
Final
Rev./
October 2024
South
Toutle
2. 0
Road Headwall
Geotechnical Engineering Report
Repair
Geotechnical Investigation
The geotechnical investigation for the Project was completed on June 17, 2024, by a licensed geologist ( LEG),
and consisted of advancing two exploratory borings and conducting a field reconnaissance of the site. The approximate boring locations are shown in engineering
the attached Site Plan, Figure 2.
2. 1
Exploratory Borings
Borings B- 1 and B- 2 were advanced to approximately 41 feet below ground surface ( bgs) using mud rotary drilling methods with a truck- mounted CME 850 drill rig by Holt Services, Inc. of Puyallup, Washington. Upon completion, the borings were backfilled with bentonite chips and the asphalt pavement surface was restored using cold- patch asphalt mix. Disturbed soil samples were collected in conjunction with Standard Penetration Tests ( SPTs) by advancing a standard 2- inch outside diameter split- barrel sampler 18 inches by dropping a 140-
pound hammer 30 inches. The number of hammer blows for each 6- inch increment of penetration
was
recorded.
The SPT
resistance (
i. e.,
N- value) shown on the boring logs is the
sum of hammer blows required for the final 12 inches of penetration,
indicating the relative
density of granular soils and the relative consistency of cohesive soils. Conditions requiring more than SO blows per 6 inches of penetration were noted as refusal. Boring logs are presented in Appendix A. 2. 2
Laboratory Testing
Soil samples obtained from the exploration
borings were reexamined
and classified
independently of field boring log descriptions to provide a quality control check of the field classifications. Representative soil samples were selected for laboratory testing. The Iaboratory testing program included the
following tests:
material finer than U. S. No. 200
sieve,
or"
water
content
of soil ( ASTM
percent fines" ( ASTM
D1140);
2216); amount of
and Atterberg limits of
soils ( ASTM D4318).
Laboratory testing was performed by Terracon of Portland, Oregon. Laboratory test results were used to characterize soil properties and refine soil classifications. The laboratory test results are included in the borings logs and are provided in Appendix B.
DELVE underground
2
Final
Rev./
October
2024
South Toutle Road Headwall
Repair
Geotechnical
3. 0
Site Conditions
3. 1
Surface Description
Engineering
Report
The site is located within the Toutle River drainage near the confluence of Studebaker Creek and the South
Fork Toutle
River near Toutle,
Washington.
At the location
of the site,
Studebaker Creek flows approximately north through an existing, approximately 8- foot- wide box culvert crossing under South Toutle Road. A partially collapsed and undersized culvert no longer in use is positioned immediately adjacent to and west of the current culvert. The site is bordered to the north and south by a densely vegetated greenbelt that follows
Studebaker Creek, and to the west by logging parcels and low- density residential properties. The roadway over Studebaker Creek consists of steep embankments on either side, currently configured with slopes at or greater than 1: 1 ( verticaI to horizontal). Review of publicly available light detection and ranging ( LiDAR) data indicates the surface elevation of South Toutle Creek Road at the project and
sits
at approximately
slightly to the north ( WA DNR, 2024).
slopes
identified
site
in Figure
elevation ( El.)
466 feet ( NAV
88)
Relevant geomorphology is labeled and
2.
The roadway and creek crossing occupy a relatively flat surface with numerous terrace scarps
associated with scouring and downcutting on the South Fork Toutle River and associated tributaries. The modern channel confining Studebaker Creek and the South Fork Toutle River is bounded by steep banks that are incised into the alder terrace surfaces. Immediately to the
southeast of the site, a prominent terrace scarp and bench form the local topographic high point at an elevation of approximately 502 feet and labeled as " Terrace scarp" and " Older terrace"
in Figure
2.
Upstream of the box culvert, Studebaker Creek forms a linear channel oriented southwest to
northeast. The roadway embankment confines the creek, forcing a river left bend through the box culvert and deflecting the thalweg. 3. 2
Site Geology
The site is located within the South Cascades geologic province and mapped as underlain by undivided pyroclastic and lahar deposits assigned to the Castle Creek, Kalama, and Goat Rocks eruptive periods estimated as 2, 500 to 100 years before present by Phillips ( 1987) at a scale of 1: 100, 000. The unit is described as unconsolidated lahar, pyroclastic flow, and glacial deposits with lahar deposits typically recognized farther from the volcanic source of Mount St. Helens in drainages, and the pyroclastic and glacial deposits closer to the source. A key indicator of the unit includes the presence of black andesite and basalt clasts, and the presence of hornblendehypersthene
dacite clasts from the summit dome of Mount St. Helens, which was blown apart
by the 1980 eruption.
DELVE underground
3
Final Rev./
October
2024
South Toutle Road Headwall
Geotechnical Engineering Report
Repair
The older terrace scarp immediately adjacent to and southeast of the site is an older, undivided lahar and pyrociastic flow deposit assigned to Ape Canyon, Cougar, Swift Creek, Smith Creek, and Pine Creek eruptive periods, which are older than 2, 500 years before present. This unit is described as unconsolidated and characterized by the presence of gray, pin, and red hornblende- hypersthene
3. 3
dacite and andesite clasts, and the near absence of mafic lithic clasts.
Subsurface Conditions
The drilling was directed by a Delve Underground engineering geologist who classified the soils in accordance with visual- manual methods ( ASTM D2488). Sample depths, stratigraphy,
groundwater occurrence, and soil engineering characteristics were also recorded. The stratigraphic contacts indicated in the boring logs represent the approximate boundaries between soil types, and actual transitions may be more gradual. Summary boring logs are included
in Appendix
A.
Borings B- 1 and B- 2 were advanced on the westbound
lane of South Toutle Road. B- 1 was
advanced west of the culvert centerline and B- 2 was advanced east of the culvert centerline,
which crosses perpendicularly beneath South Toutle Road. The approximate boring locations are shown in Figure 2. Subsurface conditions were generally consistent between the two borings and are summarized
as follows:
Fill: Asphalt pavement was encountered at the ground surface of both borings, which consists of an 18- to 24- inch- thick asphalt layer overlying 6 inches of crushed
rock roadway base. Fill soils were encountered immediately below the asphalt pavement and road base in borings B- 1 and B- 2, extending from the ground surface
to depths ranging from approximately 12. 5 feet to 15 feet bgs. The fill ranged from medium dense to dense, poorly graded sand ( SP) to loose, non- plastic, silty sand SM). SPT N- values within the fill ranged from 6 to 34.
Undifferentiated
Alluvium/ Lahar Deposits:
Undifferentiated
a11uvium1lahar
deposits
were encountered in both borings immediately below the fill, at a depth of
approximately 12 feet bgs in B- 1, and 15 feet bgs in B- 2, and extended to the total depth of 41 feet bgs in each boring. The alluvium consists of stiff to very stiff, high plasticity, fat clay ( CH) and elastic silt ( MH), dense to very dense, poorly graded gravel with sand ( GP and GP- GM), and loose, medium plasticity, silty sand ( SM). Five SPT samples were taken in the GP and GP- GM layers of the alluvium and yielded Nvalues
ranging from 15 to refusal (+ 50 blows for 6 inches).
sample in these content
of 9. 5%.
gravel
layers
resulted
in moisture content
Lab testing of an SPT of 15. 8% and fines
Seven SPT samples were taken in the CH, MH, and SM layers of the
alluvium and yielded N- values ranging from 5 to 21. Lab testing of seven SPT samples in these fat clay, elastic silt, and silty sand layers resulted in moisture content ranging
DELVE underground
from 13. 9% to 54. 2%
and fines content
4
ranging from
13. 3%
to 95. 7%.
Final Rev./
October 2024
South Toutie Road Headwall Repair
Gectechnical Engineering Report
Atterberg limit testing resulted in LL and PL values of 50 and 26, 50 and 29, and 52 and 29, respectively. 3. 4
Groundwater Conditions
During drilling of boring B- 1 and B- 2, groundwater was observed approximately 19. 5 feet bgs,
which corresponds to an elevation of approximately 446. 5 feet. Because of the proximity of Studebaker Creek, we anticipate that groundwater levels will coincide with stream elevations. Groundwater levels may vary with precipitation, the time of year, and/ or other factors. Generally, groundwater highs occur near the end of the wet season in late spring or early
summer, and groundwater lows occur near the end of the dry season in the early fall. 3. 5
Existing Wall Conditions
The existing slope is approximately 20 feet high, with a failed timber wing wall located on the river right side of Studebaker Creek ( Figure 2; Appendix C, Photo 1). The gabion wall is positioned mid- slope above the box culvert and extends to the top of the slope. There are two
vertical layers of 3 feet high by 3 feet deep gabion baskets, with a third layer staggered behind the vertical layers and adjacent to the roadway. Raveling of angular 4- inch minus foundation rock can be seen at the toe of the vertical gabions, creating a void on the river right side of the wall ( Photo 2, Photo 3).
Beneath the foundation of the gabions, a vertical exposure approximately 3 feet in height of undifferentiated alluvium/ lahar deposits is exposed ( Photo 4). Alternatively, the soil exposure could consist of fill sourced from native soil as part of the
embankment grading. Sparsely placed riprap is located at the toe of the slope along the bank of Studebaker Creek and the wing wall. Soil can be observed eroding through the riprap ( Photo 1).
DELVE underground
5
Final
Rev./
October 2024
South
Toutle
Road
Headwall
Repair
Geotechnical
4. 0
Slope Stability Evaluation
4. 1
Analyses
Engineering
Report
Slope stability analyses were performed with SLIDE 2 ( Rocscience, 2022) using the Morgenstern- Price method and the Spencer method. These are limit- equilibrium
methods that
compute a factor of safety ( FOS) against failure for a two-dimensional Slope cross section by comparing the resisting forces ( soil shear strength) to the driving farces (weight of the soil) along a potential failure surface. We evaluated the slope cross section directly east of the existing culvert through the gabion basket wall, which we consider to be the critical slope section (
Figure 2).
The slope failure surface is assumed to be circular and through the fill
material, extending from the road surface to the mid- slope of the slope. Our analysis included a construction equipment traffic load over the roadway of 250 pounds per square foot. Soil parameters used in the model were estimated based on the results of the exploratory borings and engineering judgment. Groundwater was assumed at the creek elevation. Seismic loading was not evaluated for the draft report and will be revisited once a mitigation option is selected and incorporated 4. 2
within the final Geotechnical
Engineering Report.
Results of Slope Stability Analysis
Our slope stability analysis yielded an FOS of approximately 1. 1 for the existing slope ( Table 4- 1).
The soil parameters used in the model were conservative estimates; therefore, this FOS is
the lower bound of the potential FOS for the existing slope. Based on the failure surface location, we recommend the proposed slope mitigation consider stabilization of the gabion baskets at the top of the slope rather than stabilizing solely the toe of the slope. The soil parameters and results of the analysis are shown in Appendix C. Table 4- 1. Slope Stability FOS Minimum
Med10d Name
1. 138
Spencer
GLE/
DELVE underground
Morgenstern-
FOS
Price
6
1. 108
Final Rev./
October 2024
South
Toutle Road Headwall
Repair
Geotechnica!
Engineering
Report
Mitigation Options and Design Recommendations
5. 0
We considered soldier
the
four
mitigation
options
wall, ( 3) micropiles
pile retaining
of the
provided by PBS: ( 1) rock armoring
slope, (
2) a
with a grade beam, and ( 4) an anchoring system
through the existing gabion wall. We understand the selected mitigation option will provide
temporary stabilization for the next approximately five years. In our opinion, a combination of HiIfiker 5piralnaiI through the existing gabion baskets and facing mats on the slope in front of the wall would be the most time- and cost- effective option for a temporary repair. We also recommend installing a Spiral nail- Wiretruss wall to extend the existing gabion wall by 30' on either side with a facing mat below the wall. All options are further discussed in the following sections. A summary of advantages and disadvantages of each method is provided in Table 5- 1. Table 5- 1. 5ummary of Mitigation Options Mitigation Disadvantages
Advantages Option Conventional
earthwork
Will require hydrologic and
construction
environmental
Does
The construction
not require specialty
excavation
contractor
Improves protection surface
Option
Rock
1. 1:
e
Armoring on entire
erosion
slope
against
low construction cost
Relatively
fast construction
requires
near the toe of the
existing, marginally
and scouring
Relatively
study
stable
embankment.
The construction can only be
*
completed window
Easily repaired and salvageable
during in- water work
since
mitigation
extends
below ordinary high water
when
removed
Does
not conflict with
future
e
The construction
requires
extensive
permitting effort
developments
Periodic
repair
and
maintenance
may be required. Conventional
earthwork
Periodic
construction
may be required.
Does not require
The construction
specialty
1. 2:
Rock
Improves protection against surface erosion and scouring
Armoring above
Ordinary
Highwater
schedule is not
limited to in- water work window.
contractor
Option
repair and maintenance
Level
.
Relatively low construction cost a Relatively fast construction Easily repaired and salvageable when
removed
Does not conflict with future developments Option
2:
Relatively small construction
Soldier
Pile Wall
footprint
DELVE underground
7
Requires specialty contractor
Final Rev./
October 2024
South loutle
Road Headwall
Geotechnical Engineering Report
Repair
Mitigation
Disadvantages
Advantages
Option Improves
stability
embankment
of the
Unfavorable
conditions
due to presence of cobbles and
slope
loose sand in explorations
Less expensive than micropiles
and
subsurface
May conflict with future
anchors
developments
Presence of overhead utility and a power pole that likely requires temporary relocation
More expensive than rock armoring Improves
stability
embankment Option
Requires specialty contractor Relatively high construction
Relatively small excavations
3:
Micropiles Grade
of the
slope
backfill
and
Beam
compared
to rock
power pole that likely requires
option
armoring
Constructable
cost
Presence of overhead utility and a
and
temporary
in most soil types
+
relocation
May conflict with future developments
Improves
slope
stabilization
Option 4. 1:
Relatively
small
excavations
Conventional
backfill
Anchoring
Constructable
System
Quality
assurance
anchor
proof testing
Spiralnail Wall System
backfill
with
+
cost
more difficult to
remove compared to other options
in most soil types
through
Very difficult to install through gabion baskets Requires specialty contractor
slope stabilization excavations
and
•
Requires
consideration
underground
area
of
utilities
Constructable in most soil types Less expensive
and faster than
facing mats and
other options, except rock
5piralnail-
armoring
Wiretruss
Can be removed relatively easily
System
during future developments
extension
Relatively high construction significantly
Relatively small 4. 2:
+
area
Improves
Option
Requires specialty contractor and
Relatively easy to install through gabion baskets Immediate proof testing results
5. 1
Option 1: Rock Armoring
Rock armoring is a suitable method for stabilizing the roadway embankment slope proximal to the creek and culvert. Rock armoring consists of rock surfacing on the slope to prevent erosion
and scour of underlying soil. To reduce the potential for loss of underlying soil, rock slope protection fabric is placed between the rock armoring and existing slope. The recommended
DELVE underground
8
Final Rev./
October 2024
South Toutle
Road
Headwall
Geotechnical Engineering Report
Repair
maximum slope for rock armoring is 1. 5H: 1V ( horizontal to vertical). The rock armor should consist of 12- inch streambed cobble and Type 1 streambed boulders, which meets the requirements
of Section 9- 03. 11( 04) and 9. 03. 11( 5) of the Washington
Transportation
Standard
Specifications
for Road,
Bridge,
State Department
and Municipal
of
Construction
publication number M 41- 10).
Rock armoring option one consists of extending the rock from the toe of the slope to the base of the existing gabion wall, approximately 10 feet vertically. The toe of the armoring should have a key trench in the subgrade at a depth below the anticipated scour elevation. Rock armoring option two consists of extending the rock from the Ordinary High Water line to the base of the existing gabion wall. The second option would provide a lower degree of slope stabilization, however work would not be constrained by low- water windows. 5. 2
Option 2: Soldier Pile Retaining Wall
Soldier pile retaining wall systems consist of steel soldier beams with timber or concrete lagging between beams and concrete or shotcrete facia ( if timber lagging is used). Soldier beams are typically drilled and set in concrete from the existing ground surface prior to excavation or backfill. Lagging is placed as excavation proceeds from the ground surface, prior to placing
backfill. Lateral support is provided by tiebacks or the cantilever resistance of the embedded portion of the soldier piles. For mitigation of the failure at this site, the soldier piles would be driven behind the existing
gabion wall adjacent to the roadway. The soldier piles will likely be on 8- foot center- to- center spacing with a minimum length of 35 feet, which corresponds to a minimum tip elevation of approximately 431 feet. We understand the slope height is approximately 20 feet; therefore, tieback anchors are recommended
for lateral support. Recommendations
for tieback anchorage
are provided in the following sections. The soil parameters shown in Table 5- 2 should be used in the design of the wall. The soil modulus and soil strain factors should be used for laterally loaded pile analysis using the p- y curve method. Table 5- 2. Lateral Earth Pressures Soil Parameters Active In Situ Moist
Unit
Internal
Earth
Earth
Soil
Friction
Pressure
Pressure
Modulus
Angle
Coefficient
Coefficient
Parameter,
degrees)
Ka)
Weight
Geologic Unit
i Fill
pcf)
(
Passive
_
_(
K(
Kp)
Soil Strain Factor_( ESO)
pci)
125
40
0. 22
4. 60
90
N/ A
130
35
0. 27
3. 69
500
0. 007
Undifferentiated Alluvium/
Lahar
Deposit
pcf= pounds per cubic foot; Ka=
active
earth pressure coefficient; Kp=
passive
earth pressure
coefficient;
pci=
ponds per
cubic inch; Strain at 50% of maximum stress
DELVE underground
9
Final Rev.
October
2024
South Toutle Road Headwall
5. 3
Repair
Geotechnical Engineering Report
Option 3: Micropiles and Grade Beam
A micropile and grade beam system consists of an array of micropiles connected to a reinforced
concrete grade beam located at ground surface. The grade beam is constructed first, then micropiles are drilled through the beam at varying angles into the slope and grouted. The micropiles are small diameter piles with internal reinforcement, constructed by placing and grouting steel reinforcement inside a predrilled borehole. The steel reinforcement may consist of a single bar, several bars, and/ or steel casing.
We assumed gravity grouted JAASHTO Type A) micropiles would be used and the grade beam would be placed behind the existing gabion wail adjacent to the roadway. The micropiles would be drilled vertically through the roadway embankment with a minimum tip elevation of 10 feet below the stream, which corresponds to a minimum tip elevation of approximately 435 feet. The micropiles would be driven on either side of the culvert alignment so it does not interfere
with the existing culvert. Table 5- 3 shows the recommended soil- grout bond strength for each geologic unit based on AASHTC Table C10. 9. 3. 5. 2- 1. Table 5- 3. Soil- Grout Bond Strength of Micropiles, Gravity Grouted eolvgllc
Unit
Sall- Grout Bond Strength( Psi)
Fill
10- 20
Undifferentiated Alluvium/ 5- 38 Lahar
Deposit
psi= pounds per square inch
5. 4
Option 4: Anchoring System
5. 4. 1
Conventional Anchoring System
Typical anchoring systems consist of an array of drilled boreholes filled with grouted in- place
anchor bars, which are typically steel bars, wires, or strands. The anchors are typically
tensioned against the structure needing support. The proposed anchors would be drilled through the existing gabion baskets into the embankment soil and tensioned against the baskets. However, these may be difficult to install through the gabion baskets due to plastic
centralizers and grout tubing attached to the anchor bars. The anchors are assumed to be pressure- grouted due to the minimal overburden cover. Table 5- 4 shows the recommended ultimate unit bond stress for each geologic unit based on AASHTC Table C11. 9. 4. 2- 1 and C11. 9. 4. 2- 2.
DELVE underground
10
Final Rev./
October
2024
South Toutle Road
Headwall
Geotechnical
Repair
Engineering
Report
Tattle 5- 4. Ultimate Unit Bond Stress for Pressure Grouted Anchors
Umbuma Unit Band Stress( psi} Fill
12- 55
Undifferentiated
Alluvium/ 4- 40
Lahar
Deposit
psi= pounds per square inch
5. 4. 2
5pirainail Wall System with Facing Mats and Spirainail- Wiretruss Extension
5. 4. 2. 1
Spiralnail Wall System Details
Based on our discussions with PBS, Spiralnail wall system by Hilfiker Retaining Walls was
selected as the preferred temporary mitigation option. Spiralnails can be installed through the existing gabion baskets and attached with a bearing plate. Spiralnails do not require predrilling
or grout, as conventional anchor methods do. Depending on equipment availability and site access, Spiralnails can be installed with an excavator- mounted vibratory hammer. The Spiralnail
consists of 2- inch Schedule 80 twisted square pipe of varying lengths. The ultimate unit bond stress for Spiralnails is comparable to conventional grouted nails ( Stephens, 2013); therefore, values in Table 5- 4 should be used. The Spiralnails lengths are anticipated to be on the order of 15 to 20 feet.
5. 4. 2. 2
Spiral nail- Wiretruss
Extension
Details
The Hilfiker Spiral nail- Wiretruss system can be used to stabilize the section of the slope beyond
the existing gabion wall. The Spiralnail- Wiretruss system will extend up to 30 feet beyond both ends of the existing gabion wall. The Spiralnail- Wiretruss system consists of wire mesh panels bent in truss- like form secured in place with
near-
horizontal
Spiralnails.
Rock fill ( 100% passing
6 inches, 0 to 5% passing
4inches) is placed within and behind the Wiretruss. The height of the Wiretruss will be approximately 4 feet to match to existing gabion wall. 5. 4. 2. 3
Facing Mat Details
Facing mats can be installed against the existing ground surface between the base of the Spi rain ail- Wiretruss extension and the ordinary high water line. The facing mat consists of welded wire grids underlain by a vegetated backing that is secured in place with Spira Ina ils installed on a 5- foot x 5- foot grid pattern. The Spiralnails would be installed to depths ranging from 6 to 10 feet at 10 to 15 degrees from horizontal and held in place with a flange and washer plate. The welded wire grid should be W4. Ox4. 0 galvanized steel mats that are laid with a minimum 1- foot overlap. The facing mat would provide erosion protection, slope stability,
and a small amount of confining pressure to the surficial soils. The vegetated backing will limit infiltration due to rainfall while allowing seepage to drain through the slope face. In areas where significant scouring has occurred, riprap or rock armoring can be placed underneath the
DELVE underground
11
Final
Rev./
October
2a24
South Toutle Road Headwall
Geotechnical Engineering Report
Repair
facing mat. If using riprap, rock slope protection fabric should be placed between the existing slope and rock fill.
5. 5
Recommendations
An anchoring system would stabilize the gabion baskets at the top of the wall, although it
would not prevent continued erosion in the mid to base of the slope region. To fully stabilize the slope, an anchoring system would need to be used in conjunction with a method of scour
protection, such as rock armoring or a facing mat. Considering the advantages and disadvantages of each mitigation option, in our opinion, a facing mat combined with installing
anchors through gabion walls appears to be the most feasible option. We also recommend mitigating scour of the slope beyond the extent of the existing gabion wall by installing new 30-
foot lengths of Spiralnail- Wiretruss wall on either side of the existing gabion wall with facing mats below the new wall. We recommend facing mats stay above the ordinary high water line so that work is not constrained to the in- water work window.
Spiralnails lengths and spacing provided in this report should consider as preliminary. Since
Spiralnails, Wiretruss, and Facing mat are proprietary systems, the detailed design should be completed by the supplier or the contractor.
DELVE underground
12
Final Rev./
October 2024
South
Toutle
6. 0
Road Headwall
Geotechnical Engineering Report
Repair
Limitations
This report was prepared for the exclusive use of the Cowlitz County Department of Public Works for the South Toutle Road Headwall
Repair Project. Our conclusions
and
recommendations are based on our interpretation of the information from geotechnical
explorations and laboratory testing as well as our professional experience and judgment. In the performance of geotechnical work, specific information is obtained at specific locations at specific times, and geologic conditions can change over time. It should be acknowledged that variations in soil conditions may exist between exploration and exposed locations, and this report does not necessarily reflect variations between different explorations. The nature and
extent of variation may not become evident until construction. Delve Underground is not responsible for the interpretation of the data contained in this report by anyone; as such, interpretations are dependent on each person' s subjectivity. If, during construction, conditions
different from those disclosed by this report are observed or encountered, Delve Underground should be notified at once so we can observe and review these conditions and reconsider our recommendations
where
The site investigation
necessary.
and this report were completed
within the limitations
of the Delve
Underground approved scope of work, schedule, and budget. The services rendered have been
performed in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same area. Delve Underground is not responsible for the use of this report in connection with anything other than the project at the location described above. DELVE UNDERGROUND
V
SAI lp 5 i,, Wns,', C
r
wry`
s
x
0
w
48861
2ONAI.
Farid Sariosseiri,
PE
Cecilia
Lead Associate -
Geotechnical
Project Engineer
0 E LV E underground
13
Burke,
EIT
Final
Rev./
October
2024
South Toutle Road Headwall
7. 0
Repair
Geotechnical
Engineering
Report
References
AASHTO. 2017. LRFD Bridge Design Specifications American Association of the State Highway and Transportation Officials. 8th Edition.
Phillips, W. M. 1987. Geologic map of the Mount St. Helens quadrangle, Washington and Oregon. Washington Division of Geology and Earth Resources, Open File Report 87- 4, map scale 1: 100, 000.
Rogers, J. D. 2004. Notes on the Standard Penetration Test, Advanced Geotechnics,
Stephens,
GE 441, Missouri
T. J.,
University of Science &
Engineering Geology&
Technology, Spring 2004, 8 pp.
Holtz, R. D., Aziz, E. S. 2013. Construction and Initial Performance of a Full- Scale
Excavation Supported by Spiralnail Groutless Soil Nails. Washington
Department
Lidar Portal. Accessed
of Natural
Resources ( WA DNR). 2024. [ Interactive
Map].
Washington
July 2024, from https:// Iidarportal. dnr.wa. gov/.
Washington State Department of Transportation. 2024. Washington State Department of Transportation
Standard Specifications
for Road, Bridge, and Municipal Construction,
Publication Number M 41- 10, 1, 151 pp.
Wilkinson, W. D., Lowry, W. D., Baldwin, E. M. 1946. Geology of the St. Helens quadrangle, Oregon. Oregon Department of Geology and Mineral Industries, Bulletin 31.
DELVE underground
14
Final Rev./
October 2024
South Toutle Road Headwall
Repair
Geotechnical Engineering Report
This page is intentionally left blank.
DELVE underground
15
Final Rev./
October 2024
South Toutle Road Headwall
Repair
Geotechnical Engineering Report
Figures
DELVE underground
Final Rev./
October 2024
fir
Z.. "•
L ow
FrA
4 1 r
OF
0
ir
v
COWLITZ COUNTY SOUTH TOUTLE
VICINIW MAP rSeattle
TOUTLE, WASHINGTON
Olympia
DELVE underground
I
aurve7
1
till
parcel
1}
1
Right c 1 I
1
t
1
f f
1
p 0
Terrace
1.
TeriacE! i
i
1
1
I1
t 1 i
t
f
1
1
I
1
1
40
sO
19* s
rh
Abandoned
culvert
11
ro4
q6ID I
fit
t
Box culvert
1
1
Failed wing wall 1,
Embankment
r
'
r
Notes:
Hills
UDAR
DEM
1004 r
r
r
1
e a
7
c, 0
e
Y
r
fl
tir ` — —
1,
1
y
Terrace
Coordinate
SO0
5
Washington
f
a Terrace
0Ider terrace
scarp
11iV.
r7
SOUTH
TC
r
I
4
Logged parcel
V
ti
OA r
South Toutle Road
Headwall Repair
Geotechnical Engineering Report
This page intentionally left blank
DELVE underground
Final Rev. J October
2024
5outh Toutle Road Headwall
Appendix
DELVE underground
A
Repair
Geotechnical Engineering Report
Boring Logs
Final Rev./
October
2024
South
Toutle Road Headwall
Repair
Geotechnical Engineering Report
This page intentionally left blank
DELVE underground
Final Rev./
ctober 2024
MOISTURE CONTENT DESCRIPTION
CONDITION Absence of moisture, dusty,
Dry
ABBREVIATIONS
Moist
Damp, but no visible
Wet
Visible free
DEFINITION
SYMBOL
dry to the touch.
Atterberg Limits
H
Moisture Content
water.
typically below water table.
water,
Blows per foot( N) WDP Blows perfi
COARSE-
FINE- GRAINED SOIL CONSISTENCY N, SPT
RELATIVE
SOIL DENSITY
FIELD TEST
N, SPT Relative Density
CONSISTENCY
Blows/ foot
Very Soft
Q to 1
by thumb. Extrudes between thumb
Easily penetrated and
Soft
fingers
Easily penetrated
2 to 4
0 to 4
Loose
5 to 10
squeezed.
when
one
Medium
inch by thumb. Molded by light
stiff
Can be penetrated
5 to 8
V. inch with
over
moderate
pressure.
Blows/ foot
Very Loose
finger pressure.
Medium
GRAINED
11 to 30
Dense
Dense
31 to 50
Very Dense
50
Molded by strong finger pressure. stiff
Indented about Y. inch by thumb, but penetrated
9 to 15
with
Very Stiff
16
Hard
great effort.
DESCRIPTION
RANGE
Trace
5%
Readily indented by thumbnail.
30
to
PERCENTAGE RANGE TERMS1'
only
30
Indented
SOIL CONSTITUENCY
with
difficulty
by thumbnail.
1. Gravel,
DEFINITIONS
Few
5 to 10%
Little
15 to 25%
Some
30 to 45%
Mostly
50 to 100%
Sand and fines are estimated
mass. Other constituents
COARSECONSTITUENT
cobbles, and boulders are estimated by
FINE- GRAINED
GRAINED
volume.
More t 77 509'
Less than 50% fines:
o
rin-es
2. Percentages per ASTM 02488.
SILT, ELASTIC SILT,
Major SAND
or
GRAVEL
LEAN CLAY, FAT CLAY, ORGANIC SOIL
1
12%
Secondary
or more
fine-
Silty
SIZE
DEFINITIONS SIEVE SIZE
grained:
grained: or Clayey
PARTICLE
30% or more coarse-
or Gravelly
Sandy
DESCRIPTpN PER ASTM D2488 c# 200( 0. 07S mm)
FINES 5 to
12%
L
fine- grained:
with Silt or with Clay
15 to 30% coarse with Sand
or
grained: SAND
Minor
ik-
Fine
to----
-0. 075 -- (
to--0-4 ---
with Gravel 40 to 910( 0.4 to 2 mm)
Medium
Coarse
10 to# 4( 0. 4 to 4. 75 mm)
Fine
i14 to s: in.( 4_75 to 19 mm)
30% or more total coarse 15%
or more
of a second
grained and the lesser coarse grained caarse
constituent:
constituent
Medium
Y. to 3 in.( 19 to 76 mm)
with Sand or more: with Sand or with
or with
___
GRAVEL
is 15%
Gravel
COBBLES
3 to 12 in.{ 75 to 305 mm)
Gravel
BOULDERS 1. ASTM
02488 specifies
DELVE underground
by
such as organics,
12+ n.(
more than 15% fines
KEY To LOGS
305 mm)
UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR
DIVISIONS
SYMBOL
W
S
5% FINES)
ALTERNATE
DESCRIPTION
WELL- GRADED
W
CLEAN GRAVELS
a
TYPICAL
USCS
WELL- GRADED GRAVEL WITH SAND
GRAVEL
POORLY GRADED GRAVEL WITH SAND
POORLY GRADED GRAVEL
GP
DESCRIPTIONS
O 2 x 0
w
z Uj
7
a
GRAVELS 5-
w
OkA
WITH
GRAVELS
0
Q
o
FINES2
2
2 12% FINES)
a W
WITH
SILT AND SAND
GW- GC ®
WELL-GRADED GRAVEL WITH CLAY
WELL• GRADED GRAVEL WITH CLAY AND SAND
GP- GM -
POORLY GRADED GRAVEL WITH SILT
POORLY GRADED
GRAVEL WITH SILT AND SAND
GP- GC
POOR LYGRAOE
I100RLY GRADED
GRAVEL WITH CLAY AND SAND
GRAVEL
WITH
SILT
GRAVEL WITH CLAY
GM
SILTY GRAVEL
51LTY GRAVEL
GC
CLAYEY GRAVEL
CLAYEY GRAVEL
s
a
a
0 O
2
SW
CLEAN SANDS
D
HY
GRAVEL
WELL- GRADED
WITH SANE]
e
W }
CC
FINEST
g
NO i 2
12%
WELL- GRADED
GW- GM
5% FINES}
WELL- GRADED SAND
WELL- GRADED
POORLY GRADED SAND
POORLY GRADED
,=' ".''
SP
WITH SAND
SAND WITH GRAVEL
SAND WITH GRAVEL
SW- SM--
WELL- GRADED
SAND WITH SILT
WELL- GRADED
SAND WITH SILT AND GRAVEL
SW- SC
WELL- GRADED
SAND WITH CLAY
WELL- GRADED SAND WITH CLAY AND GRAVEL
Sp_ SM
POORLY GRADED SAND WITH
SP- SC
POORLY GRADED SAND WITH CLAY
SM
SILTY SAND
SC
CLAYEY SAND
M
uI
a
SANDS
a
5-
12%
2A
FINES)
SILT
POORLY GRADED SAND WITH SILT AND GRAVEL
ae POORLY
GRADED
SAND WITH CLAY AND GRAVEL
za SANDS WITH
SILTY SAND WITH GRAVEL
LA
FINE53
I.'
JI
r
12% FINES)
CLAYEY SAND WITH GRAVEL SILT WITH SANE) OR
ML
W
SILTS AND
0 0
a
G
(
G
SANDY OR GRAVELLY SILT
LEAN CLAY WITH SAND OR GRAVEL;
CL
CLAYS
g
SILT
®
INORGANIC LEAN CLAY
®
ILL c 50)
SANDY t
ORGANIC
z
ORGANIC
f
DR GRAVELLY SOIL WITH
LEAN CLAY
SAND OR GRAVEL:
ORGANIC SOIL
OL
SANDY OR GRAVELLY ORGANIC SOLI
W
ELASTIC
MH
a
a
SILTS AND
kDRGANIC
SANDY OR GRAVELLY ELASTIC SILT _____
---- ------' ------ ------------------------------------ --------------------------------'-__"_
FAT CLAY WITH SAND OR GRAVEL;
W
J t*
ILL Z
o
ILL?
RE
CH
CLAYS
CLAY SANDY OR GRAVELLY SANDY
ORGANIC
ORGANIC SOIL
H
SANDY OR GRAVELLY
ORGANIC
SOIL
SILTY CLAY WITH SAND OR GRAVEL;
CLAYY
INORGANIC
HIGHLY ORGANIC 501LS
ORGANIC
CL- ML
SILTY CLAY
PT
PEAT
SANDY OR GRAVELLY SILTY CLAY
NOTES:
1, The USCS described here is based on ASTM standards D2487& 02488. 2. Dual symbol materials( e. g., SP- SM) are used for soils between 5% and 12% fines or when liquid limit and plasticity index values plot in the CL• ML area of the plasticity chart,( LL: 12- 25, PI: 4- 7)_ 3. ASTM 02488 specifies the use of dual symbol coarse- grained soils between 5% and 15% fines.
BACKFILL, Bentonite Chips Concrete Sand Asphalt
Gravel
aE LVE underground
FAT CLAY
ORGANIC SOIL WITH SAND OR GRAVEL:
50)
I— y
2FSILT
SILT WITH SANG OR GRAVEL;
ELASTIC SILT
®
WELL,
AND SAMPLE
SYMBOLS
Z
Grout Observation WellObservation Wel I-
Solid Screen
Vibrating Wire Piezometer Measured Groundwater
2" OD Split Barrel Sampler
Shelby Tube Sample III
Grab Sample Rock Core Run
Level
KEY TO LOGS
South Toutie
Project:
Rd Headwall
Log of Baring
Repair
Project Location: Cowlitz County Project
Number:
oalledl
06/ 17/ 2024-
Coordinates
B- 1
6463. 6 Client
W17/ 2024
Lat. 46- 32363Q,
Lon,- 122. 71174n
Surface
465. 7 ft.
E leva Dun
Location
Westbound
Con,
u, tanl
OrelI
ng
Delve Underground
Death
41. 0 ft bgs
Method/
Mud Rotary
Rig
Type
C M E 850 Track Mounted
Hole
Conrracmr
Holt Services
ckeda
Brittany
Inc.
flameter
Tef
140 lb 130 in 1 Automatic
ayley 1 Shaun Cordes
a
LU D—
w
7
Q
Ln, S. Toutle Rd
Technical
a
LL"
w
Department of Public Works
Cowlitz County Ce
w
2 Q
a?
j
m
O
0
N{ blowslft)
J 10 Q
v
20
O
z
MC[
I
w
20
30
40
Z
REMARKS z
U¢
N
MATERIAL
AND
DESCRIPTION
o
k7
TESTS
LLIPL 40
60
a
80
m
Asphalt
GP 6" of 3/ 4 minus roadway base
__
Moist, dense, gray brown, poorly graded SAND( SP); fine to coarse sand, some fine,
subangular fractured gravel clasts, non 61
10- 15- 19
SPT
N= 34)
01
plastic. FILL
61
I
5
5 fr. bgs) Moderote iron stoning of soil. 50
23- 18- 15
SPT_
N= 33)
02
Grovel becomes angular.
SP
7.5 ft. bgs) Becomes medium dense. 45
6- 6- 5
SPT
N= 11)
03Y
10- 9- 9
SPT_
N= 18)
04
a
456
10 45
Moist, loose, red- brawn silty 5AN0 fine to medium sand, non- plastic.
I
Undifferentiated
Al I uvi um/ La ha r Deposit
451 200=
15
Mai=
67
4- 4- 3
SPT
N= 7)
05
13. 3% 19. 2%
ED
SM
4464 20
Moist to wet, stiff, medium brown fat CLAY 11
15- 6- 4
SPT_
N= 10)
06
EVO- 1
CH); trace fine sand, trace fine subrounded
CH (
gravel, high plasticity.
NOTES N Penetration r stslan v. h1C: Moisture Comm, LLI I' L. Atrerberg hqu tdlplashc hmi le
DELVE underground
I ooalOnsnd
Elevation Sou
VerricaI Datum: Coordinate
Svstem
WGS& 4
roe.
Smooth, steady drilling. LL=
50, PL=
26
200= 95. 7%
Boring B- 1 Sheet I of 2
Project:
South Toutle
Project
Location:
Log of Boring
Rd Headwall Repair
Cowlitz
County
B- 1
Project Number: 6463. 6 D
led}
06/ 17/ 2024-
oordinates
Client
06/ 17/ 2024
Cowlitz
o
Lat. 46.32363 , ton.- 122.71174
Gr
o
department of Public
Works
465. 7 ft.
wt
on
Westbound
rao
ME 850 Track Mounted
Hale r
h- kedby
Ln, S. Toutle Rd
Mud Rotary
dl
Rig Type
rdluig
Location
41. 0 ft bgs
Oeptl. m0h°
Delve Underground
c° nsullanf
urface
County
techrmal
Holt Services Inc.
Diamkt
Brittany Dayley I Shaun Cordes , Y
140 lh 130 in 1 Automatic
LU LU
Lu
tr
a
w
w
w
U_
J D
j
-
w Q
m
LU
z D
o
a
Co
D
o
N z
or-
N( blowsm7 20 30 40
10
I 20
REMARKS
v=
U
to
to
Q
MATERIAL
MC{°° y LLIPL 40 60 80
TESTS
Mai=
36%
CH); trace fine sand, trace fine sub rounded
tC _
gravel, high plasticity.
25
100
50/ 5"
SPT
Refusal)
07
Wet, very dense, gray, poorly graded GRAVEL with sand( GP); fine to coarse sand, fine to
coarse angular gravel with cobbles, abundant iron, non- plastic.
L GP
na tad
oa
36 LL= 50, PL= 29
30,
1
Moist to wet, stiff, medium gray sandy elastic 100
4- 6- 6
SPT
N= 12)
08
I"
SILT( MH); fine sand, high plasticity, scattered Moi =vi= %36. 3.3% white angular phenocrysts< 2 mm diameter. 30.8 ft. bgs) T" foyer offine sand.
31 M H
35 1- 2- 3
SPT
N- S)
09
22 50/ 6"
5PT_
100
200= 56. 4% 35 ft. bgs) Becomes
medium
stiff,
Mai= 54. 2%
o
26
40
a
67
P
Wet, very dense poorly graded GRAVEL with
GP sand( GP); fine to coarse sand, fine to coarse angular gravel, with cobbles, fractured fresh v-----stuck in sP-Ilts con. -------tr-ael
Borehole completed at 41 feet below
ground surface bgs}.
NOT ES. ti N netrauon resistance;
DELVE underground
Loiation
and
ElevationSouree:
Vertrcal batum. coordinalesyslem:
WC594
Y Q
Moist to wet, stiff, medium brown fat CLAY
41
a
AND
DESCRIPTION
MC. Moisture Consent,
LLlPL. Atterberg
I qu idlplastic
li rm t.
Boring B- 1 Sheet 2 of 2
Project:
South
Toutle
Rd Headwall
Log of Boring
Repair
Project Location: Cowlitz County Project
Number:
patelsl
B- 2
6463. 6
COOrdInateS
Cowlitz
Lat. 46. 3236D°, Lon.- 122. 71154
c
of Public Works
ound
Westbound
J
W
W
Ln, S. Toutle Rd.
ch-
Mud Rotary
R' g True
CME 850 Track Mounted
Vlv c
Holt Services Inc.
corer,,:,,,,
Logged
40• 9 ft bgs
Depth t^ i°l
Delve Under
Consultant
4663 ft.
0—
avl
kud
lam ,
Nr
14D lb 13Q in 1 Automatic
Brittany Dayley 1 Shaun Cordes
uv
O
a_
Q
N( blows/ ft)
wQ
cc
J
10
Z
LU
20
30
REMARK
D
ED O
Q n
TESTS
Z
at
AND
DESCRIPTION
MATERIAL
to
U
w
S
40
o
of
w
Department
Orillink
Location
LL
County
I
Grotec..„.,
Su. facc E l-
t rtal
Client
06/ 17/ 2024- W17/ 2024
patted
Il LLIPL 20
40
60
80 Asphalt
GP
Approximately 6" 314- inch minus road base ll.
Dry to moist, medium 72
16- 15- 15
SPT_
N= 30)
01
dense, gray, poorly
graded SAND( 5P); fine to coarse sand, trace
subrounded fine to medium gravel, nonplastic.
62 5P
FILL
5 0
9- 7- 4
SPT
N= 11)
02
4- 3- 3
SPT_
N= 6)
03
5 ft, bgs) No recovery, granitic clast stuck in shoe.
Moist, loose, gray silty SAND( SM); fine to 28
medium sand, some fine to medium
subangularto staining,
45;
subrounded
gravel, some iron
non- plastic.
Smooth, steady
0
drilling 45
6- 3- 4
SPT_
N= 7)
04
SM
f.
52
2OO=
15
Moist, loose, gray silty SAND( SM); fine to 33
5- 5- 4 N= 10)
SPT
medium
CE
14. 6%
Moi= 13. 996
sand, some fine to medium
subangular to subrounded gravel, some iron
05
staining, non- plastic. Undifferentiated
AlluviumlLahar
Deposits
5M
s
447
Slight chatter, mud
20
lass.
39
9- 6- 9
SPT_
N= 15)
06
wet, medium I
t }
GP-
dense,
Lacatinnand Fle.
underground
Coordinate Svstem WGS84
ationSource
Verttcnl Datum:
brown,
sandy
GRAVEL( GP/ GM) with silt; fine to coarse
GM sand, fine to medium angular gravel, I moderate iron staining, non- plastic.
VOTES: V. Penetration reststana, MC. Moisture Con tent; L, LIPU Atterberg I qu tdlplastic It mt is
0 E LV E
reddish
Baring B- 2 Sheet
1 of 2
u m
Project:
South
Toutle
Rd Headwall
Log of Boring
Repair
Project Location: Cowlitz County Project 0
Number:
B- 2
6463. 6
101sl
06/ 17/ 2024-
Dr. ued
Coordinates
Cowlib! County ter
CZ,
Lat. 46. 32360°, Lon.- 122. 71154'
Surfaic•
Locanon
F- >
Westbound
L
a
L
Ln, S. Toutle Rd.
5 >_ c
z
LU
o
LU
m
J
w
a
m
Mud Rotary
Method/
Rig
Type
CME 850 Track
Mounted
Hnle
Inc.
Contra='
Holt Services
checked
Brittany Dayley
Dramrtcr
1 Shaun Cordes
tr"'
140 lb J 30 in J Automatic
N( blows/ to
<
20
3a
nnc{
o z
w
40. 9 ft bgs
Depth
Delve Underground
r
uha
REMARKS 40
g o
Department of Public works
hniral
Drilling
4663 ft.
Elevarnon
final
Client
06/ 17/ 2024
U=
U
to
rn
Q
MATERIAL
AND
DESCRIPTION
p°
TESTS
I LUPL
Q
LnJ
20
40
sa
so
Wet, medium dense, reddish brown, sandy
y
GRAVEL( GP-
GM
v
42
GP/ GM) with silt; fine to coarse
sand, fine to medium moderate
iron
angular
gravel,
non-
plastic.
staining,
Smooth, steady drilling
Gu C
200= 9. 59°
25
Wet, dense, gray, red- brown, poorly graded 67
23- 18- 22
GRAVEL with sand( GP), fine to coarse
Q
SPT
Moi=
15. 8%
sand,
p
N= 40)
fine to medium subangular
07
Do
gravel.
GP
0
Moderate drill chatter.
c n
37 LL=
30 100
8- 10- 11
F-W
SPT
N= 21)
Moist
to wet,
elastic
5ILT( MH);
very
stiff, light gray, sandy
fine sand, medium
29
52,
zoo=
4=
Mvi=
50. 0. 296 2
plasticity.
08—
MH
432 LL
35
Moist to wet,
100
1- 2- 3
SPT
N= 5)
09
loose, light gray, silty SAND
ISM); fine sand, medium
--
plasticity.
29
0=
Moo Mai= =
8.= 48. 9. 696 6%
I. -
SM
427
4D 82
32- 50/ 5"
Net, very dense, dark gray, sandy GRAVEL
SPT_
GP/ GM); fine to coarse sand, fine to coarse
JKerusal)
n ular
ravel, some fresh cobbles.
Borehole completed at 40. 92 feet below
ground surface bgs).
CUES
Penetralion resistance; MC: l foisture Content. LUPL Atterberg Itquidlplastir
DELVE
Location and Elevaii
underground
Coordinate
n
Source
Vertical Datum: System
WGSgi
limits
Boring BSheet 2 of 2
L
N
South Toutle Road Headwall
Appendix B
DELVE underground
Repair
Geotechnical
Engineering
Report
Laboratory Test Results
Final Rev. 1 October 2024
South Toutle Road Headwall
Repair
Geotechnical
Engineering
Report
This page intentionally left blank
DELV E underground
Final Rev./
October 2024
SUMMARY Borehole
Depth
ft-)
No.
g
llSCS
In- Situ
Properties
Classification
Soil Class-
Dry Density P
Passing
Water Content{ 96]
Atterber
Sieve(%)
Limits
ILL
PL
I
Pi
B- 1
15. 0-
16. 5
19. 2
13. 3
B- 1
20. 0-
21. 5
CH
36. 0
95. 7
50
26
24
MH
36. 3
54. 6
50
29
21
54. 2
56. 4
52
29
23
32
27
B- 1
30. 0-
31. 5
B- 1
35. 0-
36. 5
15. 0-
16. 5
13. 9
14. 6
B- 2
25. 0-
26. 5
15. 8
9. 5
z
B- 2
30- 0- 31- 5
MH
50. 2
54. 0
a
B- 2
35. 0-
SM
48. 8
RESULTS E) pansion
200
B- 2
W
OF LABORATORY
i(
Dry. Density Pcf)
Water Content
(%)
(
Testing
Surcharge ps)
Corrosivity
Expansion
(%)
Expansion Index
Remarks Sulfates
Resistivity ohm-
Elsa
cm)
(
PPm)
Chlorides (
PPm)
a
36. 5
1
48. 2
1
59
1
LUW a C7 N
H
NNm N
Nw
dwa a
O
r
aw a x
0 a O
Qffti WFQ a
v
a a
REMARKS
1.
Dry Density and/ or moisture determined from one or more rings of a multi- rFng sample.
2.
Visual
3.
Submerged
4.
Expansion
5-
Air- Dried Sample
Classification. to approximate
saturation.
Index in accordance with ASTM D4829- 95.
x
PROJECT: South Toutle Road- Studebaker Creek Wall
z o
SITE:
Delve Un
trr-`
PROJECT
x F
82245068, Task Order No- 2
err CLIENT
700 NE 551h Ave
Project No. 6463. E
Portland,
m h
NUMBER:
PH. 503. 659. 3201
oR FAX. 503- 659. 1297
delve Underground
2000 SVV First Avenue, Suite 410, Portland, OR 97201
South Toutle Road Delve
I
Underground
Terracon
Project
Studebaker Creek
No.
Project
No.
82245068,
6463.
o
M `
Wall
700
6
Task Order
No,
NE
Portland,
2
4w'i% 0V1
55th
Ave
OR
Atterberg Limit Results ASTM
D4318
60 J
10
50
of r
40
a x E
30
a r
2a
Jr
MH
10
ML
4
r
OH
Jr
OL
a 0
10
20
16
30
50
40
60
80
70
100
90
110
Liquid Limit
M
Pt)
LL
PL
PI
Mnes
USCS
20-
21. 5
50
26
24
95. 7
CH
FAT CLAY
B- 1
30-
31. 5
5
29
21
54. 6
MH
SANDY
ELASTIC
SILT
B- 2
30-
31. 5
52
29
23
54. 0
MH
SANDY
ELASTIC
SILT
B- 2
35-
36. 5
59
32
27
48. 2
SM
SILTY SAND
Baring ID
Depth(
B- 1
Description
Facilities
i
Environmental
i(
ieataehnkal
I Materials
South
Road -
Toutle
Studebaker Creek
Delve Underground
i
Project
Project No, 82245068,
Terracon
M ggwiil I i7VV1
Wall
700 NE 55th Ave
6463. 6
No.
Task
Order No.
Portland,
2
OR
Grain Size Distribution ASTM U. S. Sieve 4
6
Opening 2
3
1.
in
5
D422 /
Inches 1
3/ 4
ASTM
U. S. Sieve 1/
23j8
3
4
6
C136
AASHTO
T27 Hydrometer
Numbers
a10 1416 20 30 40 50 S0 100140200
0
100 95 10
90
85 20 80
75 30
70
65 40
sD
55 v
50
50 n
0 all
c 45 IT
40
g
V U7 a
ry p
M
35 70
30
25 0 20
15 90 10
5 100
0 100
10
0. 001
0. 01
0. 1
1 Grain Size( mm)
Sand
Gravel Cobbles
I
coarse
Boring ID
Z
15-
16. 5
B
20-
21. 5
8- 1
30-
31. 5
B- 1
35-
36. 5
B-
15-
16. 5
2
Boring
X
O
Depth( Ft)
6- 1
1
I
fine
Depth ( Ft)
coarse
gilt or Clay
fine
medium
description
FAT
CLAY
SANDY ELASTIC SILT
D"
Dw
Dw
DLO %
LL
PL
PI
CH
50
26
24
MH
50
29
21
uBCS
Cobbles
%
Gravel
0/
a5and
%
Fines
B-
1
15-
16. 5
0. 075
13. 3
B-
1
20-
21. 5
0. 075
95. 7
B- 1
30-
31. 5
0. 075
54. 6
S- 1
35-
36. 5
0. 075
56. 4
B- 2
15-
16. 5
0. 075
14. 6
Facilities
I
%
Cu
Cc
Silt
Environmental I Gaoteehnieai
%
Clay
I
Materials
South
Toutle
Terracon
Project
Creek wall
Studebaker
Road-
Delve Underground
82245068,
No.
w
Task
Cr i I cii
700 NE 55th Ave
Project No- 6463- 6
I
Order
No.
Portland, OR
2
Grain Size Distribution ASTM D422 / U. S.
Sieve
Opening
4
2
6
3
Inches
in
1
1. 5
3/ 4
ASTM C136 /
AASHTO
T27 Hydrometer
U. S. Sieve Numbers
1123/ 8
3
4
6
810 1416 20 30 40 50 60 100140200
a
too 95 1
90
5 20
75 30
70
65 40
60
ro v
2155 3
N
3
50 n
50 n
a
c 45 LL
u a
6
60
40
N Q
n
35 70
30
25 80
20
15 90 10
5 100
0 100
10
0. 001
0. 01
0. 1
1
Grain Site( mm)
Gravel
Sand
I
Cobbles
I
coarse
ID
Baring
m
Depth(
Ft)
B- 2
25-
26. 5
2
30-
31. 5
B- 2
35-
36. 5
B-
Boring ID
fine
coarse
medium
I
fine
Deweiptlon
SANDY
ELASTIC
SILT
SILTY SAND
Depth( Ft)
Dion
B- 3
25-
26.
5
0. 075
B
2
3C -
31.
5
0
3-
2
35 -
36. 5
D
DIG
D1G %
Cobbles
%
Gravel
Silt or Clay
USCS
LL
PL
PI
MH
52
29
23
SM
59
32
27
%
Sand
Wilnes
%
CC
Silt
CU
%
Clay
9. 5
075
54. 0
0- 015
48. 2
Facilities
I
Envlranmertral
I
Geotechnieal
I
Material%
i
South Toutle Road Headwall
Appendix C
DELVE underground
Repair
Geotechnical Engineering Report
Photos
Final Rev./
October 2024
South Toutle
Road
Headwall
Repair
Geotechnical Engineering Report
This page is intentionally left blank.
DELVE underground
Final Rev./
October 2024
Sze„
L+
iP
r
W_
y
40
fir,••
_...
s.
rr;
16
a
r
OCTOBER
SOUTH TOUTLE ROAD- STUDEBAKER
CREEK
WALL
hYJ
R 7
rat IL
J
N
y 1.7
d r=
i
T
r
Photo 3. Close- up of Photo 2. Note the foundation aggregates raveling and the field notebook for scale-
4
Fi a
Photo 4. Close- up view of the vertical soil exposure located below the gabions- Field notebook for scale.
OCTOBER
SOUTH TOOTLE ROAD- STUDEBAKER
CREEK
D E LV E underground
WALL
2024
APPENDIX
SITE RECONNAISSANCE
PHOTOGRAPHS
C
South Toutle Road Headwall
Appendix D
DELVE underground
Repair
Geotechnica! Engineering Report
Slope Stability Analyses
FinaI Rev./
October 2024
South
Toutle
Road
Headwall Repair
Geotechnical Engineering Report
This page intentionally left$ lank
DELVE underground
Final Rev./
ctober
2024
l i I
2 50. 00 Ibs/ ft2
1. 1 tla8
250. 00 Ibslft2-
rC li
v
I
vto I
i I I
O l]
Material
Name
Roadway
Base
Color
Unit Weigl
Strength Type
130
Mohr- Coulomb
Fill Alluvium
Cohesion(
psf]
Phi ° j
0
40
125
Mohr- Coulomb
100
40
130
Mohr- Coulomb
200
35
110
Mohr- Coulomb
0
45
Method
0
Mln F5
Name
v
Spencer GLF /
Gabion
Wall
1. 138
Morgenstern-
Price
1. 108
M 0
a
20
10 P- 1-
40
30
South
FM LV FM underground DE INTERPREr
9. 034
IV
Drawn
Pate
50
70
50
t
Existing Conditions By
C Burke 7/ 11/ 2024, 2: 22: 36 PM
Toutle
Rd Headwall
Repair
scelwo
Corv-
Master Scenario r
RL- AW 7P
Delve
Underground
East side of culvert. slmd
80
ATTENTION
PROPERTY
OWNERS
AND CONTRACTORS
CALL BEFORE
j4
4
YOU DIG 1- 800- 424- 5555
The Cowlitz County Utility Coordination Council is comprised of local utilities whose common is to help prevent accidents and damages to their underground facilities. ONE purpose TELEPHONE CALL, 1- 800- 424- 5555, two ( 2) working days prior to digging will relay a message to these utilities. On the next page is a listing of utilities and entities belonging to the Council. Forty- eight (
48)
hours' notice ( excluding weekends and holidays) is requested to permit our ONE CALL answering service is available twenty- four ( 24)
locators
to
hours
day, seven ( 7) days a week.
a
AVAILABLE
mark our facilities for you.
All
calls
are
recorded. ( EMERGENCY
LINE
LOCATES
ARE
AT ALL TIMES).
RCW 19. 122. 010, Washington Laws, 1988, Chapter 99 on Underground Utilities states that utilities shall be assigned "...
responsibilities for locating and keeping accurate records of utility locations, protecting and repairing damage to existing underground facilities, and protecting the public health and safety from interruption in utility services caused by damage to existing underground utility facilities."
proposed path of excavation. Each locator uses facility ( see reverse page). Digging should be paint done by hand 18" on either side of marking until utility is visible, before using other equipment. Callers a
are
different
asked to use color
white
paint
to show
to show their
their
underground
PLAN FOR SAFETY— CALL BEFORE YOU DIG LOCATING
SERVICES
ARE FREE
Thank you,
Cowlitz County
Utility Coordination Council
Call Before You Dig South Toutle Road Headwall Project No. 1851
Page 86
THE
FOLLOWING
LOCAL
UTILITIES,
ENTITIES
AND
OTHERS
FORM
THE
COWLITZ
COUNTY
UTILITY
COORDINATION
COUNCIL: COLOR
POWER
P. U. D. OF COWLITZ
COUNTY
GAS
CASCADE
GAS
NATURAL
NORTHWEST OLYMPIC
TELEPHONE
PIPELINE
PIPE
LINE
CODE
RED
YELLOW
CORPORATION
COMPANY
AT& T
ORANGE
GENERAL TELEPHONE KALAMA
TELEPHONE
U. S. SPRINT
COMMUNICATIONS
CENTURY
LINK
VERIZON
COMMUNICATIONS
FRONTIER
WATER
CASCADE
NETWORKS
BEACON
HILL SEWER
CITY
OF CASTLE
CITY
OF KALAMA
CITY
OF KELSO
CITY
OF LONGVIEW
CITY
OF WOODLAND
COWLITZ
COUNTY
PUBLIC
P. U. D. OF COWLITZ
SEWER
BEACON CITY
DISTRICT
BLUE
ROCK
COUNTY
HILL SEWER
OF CASTLE
WORKS
DISTRICT
GREEN
ROCK
CITY OF KALAMA CITY OF KELSO CITY OF LONGVIEW CITY OF WOODLAND COWLITZ
COUNTY
PUBLIC
WORKS
includes leachate pipeline) T. V. CABLE
COMCAST
ORANGE
WASHINGTON
STATE
DEPARTMENT
OF
TRANSPORTATION
OTHER
UTILITIES
MAY JOIN
REPORT
ALL EMERGENCIES
IN THE
FUTURE—
TO " 911".
PLEASE
ASK THE
OPERATOR)
All other damages should be reported directly to the utilities involved.
Nicks in insulation of gas, power or telephone should be reported to utilities promptly, as failure later can cause serious injuries or damages. Call Before You Dig South Toutle Road Headwall Project No. 1851
Page 87
END OF CONTRACT
South Toutle Road Headwall Project No. 1851
Page 88
232762
BOCC
Consent
Agenda
Agenda
Meeting Date: 8/ 25/ 2026 2026
WSDOT
SR504
ROW
Noxious
Weeds
MOA
Submitted By: Beth Tanner, Office Specialist Submitted For: Jennifer Mendoza, Noxious Weed Prog Coordinator Department:
Noxious Weed
Program
Information
Subject and Summary Statement
Attached is the interagency agreement between Cowlitz County, its agent the Cowlitz County Noxious Weed Control Board( Weed Board), and Washington
State Department of Transportation.
This
agreement is for the purpose of the Noxious Weeds program assisting in the maintenance of noxious
weeds along the Rights- of-Way in the Mount St. Helens area. This is an annual project that enables the Weed Board to provide weed treatments for the Department of Transportation within the MSH
Monument in conjunction with our Forest Service project. Staff Attendance Jennifer
Mendoza
Department
Recommendation
The Cowlitz County Noxious Weed Control Board recommends the Board of County Commissioners move to enter into the interlocal cooperative
agreement with the Washington
State Department of
Transportation for treatment of noxious weeds along the Rights- of-Way in the Mount St. Helens area.
Form
Task
User Anonymous Mendoza,
User
Jennifer
Review
Action
Timestamp
Submit
8/ 18/ 2026
1: 32: 00 PM
Approve
8/ 18/ 2026
4: 20: 00 PM
Legal Review
Approve
8/ 19/ 2026
7: 24: 00 AM
Clerk of the Board
Approve
8/ 19/ 2026
7: 50: 00 AM
Agenda
Item Submission
Department
Approver
Review Laurine, Grayson,
Jason
Kelly
Review
MEMORANDUM
OF AGREEMENT ( MOA)
Concerning WSDOT SR504
Rights- of-Way Noxious Weed Control
Date: 16 June 2026
This agreement made and entered into by and between Cowlitz County Noxious Weed Control Board, hereinafter called the Weed Program, and Washington
State Department of Transportation,
hereinafter called the WSDOT, is for the purpose of assisting in the maintenance of noxious weeds
along the Rights-of-Way in the Mount St. Helens area. I.
The Weed Program agrees: A.
To control noxious weeds along the WSDOT Rights- of-Way( ROW) on Spirit Lake Highway ( SR504) starting around MP 30 and ending at near the landslide, or if accessible, at
the Johnston Ridge Parking lot at MP 52 for the calendar year 2026. Target noxious weeds include but are not limited to Hawkweeds, Tansy Ragwort, Scotch Broom, Knapweeds,
European Coltsfoot and other priority species if present. II.
The WSDOT agrees:
A. To fully reimburse the Weed Program, all costs associated with the control of noxious weeds as outlined in this agreement, including but not limited to labor, travel,
equipment, chemicals, and miscellaneous operating supply expenditures. These expenditures shall not exceed$ 5, 000 for the 2026 season without prior written authorization III.
from WSDOT.
The parties mutually agree to the following terms:
A. The Weed Program will provide WSDOT with an invoice for maintenance work performed on the ROW at the end of the 2026 treatment season. WSDOT will remit payment to the Weed Program within 30 days of receipt of the invoice. B. This MOA is effective June 16, 2026 and will continue until December 31, 2026.
C. The Weed Program will provide a written progress report to WSDOT at the end of the year only upon written request by WSDOT. D. The Weed Program will report all noxious weed control work performed and herbicide use, within the Gifford Pinchot National Forest, to the Forest Service.
E. This MOA does not release WSDOT from its requirements to comply with RCW 17. 10 and WAC 16. 750.
F. Either party may terminate this agreement by providing no less than thirty (30) days' notice in writing to the other party prior to termination. In the event of early termination,
all expenses incurred up to the date of termination by the Weed Program shall be paid in full within sixty ( 60) days of the effective date of termination.
WASHINGTON STATE DEPARTMENT
BOARD OF COUNTY COMMISSIONERS
OF TRANSPORTATION
OF COWLITZ COUNTY, WASHINGTON
8/ 6/ 2026 Aaron Yanez
Date
Maintenance &
Operations Superintendent
Richard Dahl, Chairman
Steve Rader, Commissioner
COWLITZ COUNTY NOXIOUS WEED CONTROL BOARD
Steven L. Ferrell, Commissioner
Date
Attest:
Kelly Grayson, Clerk of the Board
232710
BOCC
Consent
Agenda
Agenda
Meeting Date: 8/ 25/ 2026 Letter dated 8/ 25/ 26 Shanie Searing Appointing to Fair Board Submitted By: Kelly Grayson, Exec Asst/ Clerk of the Board Submitted For: Kelly Grayson, Exec Asst/ Clerk of the Board Department:
Commissioners
Information
Subject and Summary Statement
Letter dated 8/ 25/ 2026 to Shanie Searing appointing her to the Fair Board. This is a 4-year term that expires October 31, 2030. Staff Attendance
Department
Recommendation
Form
User
Task
Grayson,
Kelly
Agenda
Grayson,
Kelly
Department
Item
Review
Action
Timestamp
Submission
Submit
8/ 17/ 2026
Approver
Approve
8/ 18/ 2026 7: 54: 00 AM
Approve
8/ 18/ 2026
4: 38: 00 PM
Review Grayson,
Kelly
Clerk of the Board Review
8: 00: 00 AM
0TZ CQU
Richard R. Dahl, Chairman
e
G0,
Board of Cowlitz
County
District 3
Steve Rader, Commissioner District 1 Steven L Ferrell, Commissioner
Disbict2
Commissioners Kelly Grayson, Clerkofthe Board
gSkIGZbt'
August 25, 2026
Ms. Shanie Searing Dear Ms. Searing,
The Cowlitz County Board of Commissioners is pleased to appoint you to the Fair Board for a 4year term, expiring on October 31, 2030.
We sincerely appreciate your willingness to serve in this important role and are delighted by your commitment. The Fair Board meets the 1st Wednesday of the month at 6: 00 p. m. at the Cowlitz Regional Conference Center, 1900 7th Ave., Longview. If you have any questions, please don' t hesitate to contact us at 360- 577- 3020.
Please also return a signed copy of the Code of Ethics and the Completion Certificate for the Open Public Meetings Act ( OPMA) and Public Records Act ( PRA) Training, either by mail or via email at cowlitz@cowlitzwa. gov. Additionally, as part of your new role, any records created or maintained in relation to your government duties, including through personal email or phone, are subject to the Public Records Act. Should you have any questions regarding this, feel free to contact
our Public
Records
Department
at 360- 577- 3020.
Sincerely,
Board of County Commissioners of Cowlitz County, Washington
Richard
R. Dahl,
Chairman
Steve Rader, Commissioner
Steven
c:
L. Ferrell,
Commissioner
Commissioner' s Record Event Center
Cowlitz
County
Board of Commissioners
360) 577- 3020 Fax( 360) 423- 9987
207 North 4" Avenue cowlitz@cowlitzwa. Kelso, WA
98626
gov www.
co. cowlitz.
wa. us
232727
BOCC
Consent
Agenda
Agenda
Meeting Date: 8/ 25/ 2026 Letter dated 8/ 25/ 26 Thanking Seth McNally for Application Fair Board Submitted By: Kelly Grayson, Exec Asst/ Clerk of the Board Submitted For: Kelly Grayson, Exec Asst/ Clerk of the Board Department:
Commissioners
Information
Subject and Summary Statement
Letter dated 8/ 25/ 2026 to Seth McNally thanking him for his application to the Rodeo Board. The position has been filled. Staff Attendance
Department
Recommendation
Form
User
Task
Grayson,
Kelly
Agenda
Grayson,
Kelly
Department
Item
Review
Action
Timestamp
Submission
Submit
8/ 18/ 2026
8: 12: 00 AM
Approver
Approve
8/ 18/ 2026
10: 01: 00 AM
Approve
8/ 18/ 2026
10: 14: 00 AM
Review Grayson,
Kelly
Clerk of the Board Review
TZ CQU
Richard R. Dahl, Chairman
e
G0,
Board of Cowlitz
County
District 3
Steve Rader, Commissioner District 1 Steven L Ferrell, Commissioner
Disbict2
Commissioners Kelly Grayson, Clerkofthe Board
gSkIGZbt'
August 25, 2026
Mr. Seth McNally Dear Mr. McNally,
Thank you for your application for the Fair Board. After careful consideration, we regret to inform you that we are unable to move forward with your appointment at this time. This may be because another applicant was selected or because the committee does not have any available openings. Frequently, opportunities on advisory boards become available, so we encourage you to keep an eye on the postings on the county web site. Good government starts with public participation in the many citizen volunteer boards. To promote that policy of participation and to get more citizens to learn more about their government, when there is an opportunity to appoint a new member, even if it replaces a current member, the board may choose to appoint the new member. Sincerely,
Board of County Commissioners of Cowlitz County, Washington
Richard
R. Dahl,
Chairman
Steve Rader, Commissioner
Steven L. Ferrell, Commissioner
cc:
Commissioner'
s Record
Event Center
Cowlitz
County
Board of Commissioners
360) 577- 3020 Fax( 360) 423- 9987
207 North 4" Avenue cowlitz@cowlitzwa. Kelso, WA
98626
gov www.
co. cowlitz.
wa. us
232745
BOCC
Consent
Agenda
Agenda
Meeting Date: 8/ 25/ 2026 Letter dated 8/ 25/ 26 Seth McNally thanking for Parks and Recreation Application Submitted By: Kelly Grayson, Exec Asst/ Clerk of the Board Submitted For: Kelly Grayson, Exec Asst/ Clerk of the Board Department:
Commissioners
Information
Subject and Summary Statement
Letter dated 8/ 25/ 2026 to Seth McNally thanking him for his application to the Parks and Recreation Board. There are no available openings. Staff Attendance
Department
Recommendation
Form
User
Task
Grayson,
Kelly
Agenda
Grayson,
Kelly
Clerk of the Board
Item
Submission
Review
Action
Timestamp
Submit
8/ 18/ 2026
Approve
8/ 18/ 2026 12: 23: 00 PM
Approve
8/ 18/ 2026
10: 05: 00 AM
Review Grayson,
Kelly
Department Review
Approver
12: 23: 00 PM
0TZ CQU
Richard R. Dahl, Chairman
e
G0,
Board of Cowlitz
County
District 3
Steve Rader, Commissioner District 1 Steven L Ferrell, Commissioner
Disbict2
Commissioners Kelly Grayson, Clerkofthe Board
gSkIGZbt'
August 25, 2026
Mr. Seth McNally Dear Mr. McNally, Thank you for your
for the Park &
Recreation Advisory Board. After careful consideration, we regret to inform you that we are unable to move forward with your appointment at this time. This may be because another applicant was selected or because the committee does not have any available openings. Frequently, opportunities on advisory boards become available, so we encourage you to keep an eye on the postings on the county website. application
Good government starts with public participation in the many citizen volunteer boards. To promote that policy of participation and to get more citizens to learn more about their government, when there is an opportunity to appoint a new member, even if it replaces a current member, the board may choose to appoint the new member. Sincerely,
Board of County Commissioners of Cowlitz County, Washington
Richard
R. Dahl,
Chairman
Steve Rader, Commissioner
Steven L. Ferrell, Commissioner
cc:
Commissioner'
s Record
Public Works
Cowlitz
County
Board of Commissioners
360) 577- 3020 Fax( 360) 423- 9987
207 North 4" Avenue cowlitz@cowlitzwa. Kelso, WA
98626
gov www.
co. cowlitz.
wa. us
232760
BOCC
Consent
Agenda
Agenda
Meeting Date: 8/ 25/ 2026 Letter dated 8/ 25/ 26 to JJ Gavino thanking him for his application to the Rodeo Board Submitted By: Kelly Grayson, Exec Asst/ Clerk of the Board Submitted For: Kelly Grayson, Exec Asst/ Clerk of the Board Department:
Commissioners
Information
Subject and Summary Statement
Letter dated 8/ 25/ 26 to JJ Gavino thanking him for his application to the Rodeo Board. The Board does not have any openings at this time. Staff Attendance
Department
Recommendation
Form
User
Task
Grayson,
Kelly
Agenda
Grayson,
Kelly
Department
Item
Review
Action
Timestamp
Submission
Submit
8/ 18/ 2026
12: 55: 00 PM
Approver
Approve
8/ 19/ 2026
7: 52: 00 AM
Approve
8/ 19/ 2026
7: 54: 00 AM
Review Grayson,
Kelly
Clerk of the Board Review
TZ CQU
Richard R. Dahl, Chairman
e
G0,
Board of Cowlitz
County
District 3
Steve Rader, Commissioner District 1 Steven L Ferrell, Commissioner
Disbict2
Commissioners Kelly Grayson, Clerkofthe Board
gSkIGZbt'
August 25, 2026
Mr. A Gavino
Dear Mr. Gavino ,
Thank you for your application for the Rodeo Board. After careful consideration, we regret to inform you that we are unable to move forward with your appointment at this time. This may be because another applicant was selected or because the committee does not have any available openings. Frequently, opportunities on advisory boards become available, so we encourage you to keep an eye on the postings on the county web site. Good government starts with public participation in the many citizen volunteer boards. To promote that policy of participation and to get more citizens to learn more about their government, when there is an opportunity to appoint a new member, even if it replaces a current member, the board may choose to appoint the new member. Sincerely,
Board of County Commissioners of Cowlitz County, Washington
Richard
R. Dahl,
Chairman
Steve Rader, Commissioner
Steven L. Ferrell, Commissioner
cc:
Commissioner'
s Record
Event Center
Cowlitz
County
Board of Commissioners
360) 577- 3020 Fax( 360) 423- 9987
207 North 4" Avenue cowlitz@cowlitzwa. Kelso, WA
98626
gov www.
co. cowlitz.
wa. us
232748
BOCC
Consent
Agenda
Agenda
Meeting Date: 8/ 25/ 2026 Letter dated 8/ 25/ 26 Susan McElyea thanking for Application Rodeo Board Submitted By: Kelly Grayson, Exec Asst/ Clerk of the Board Submitted For: Kelly Grayson, Exec Asst/ Clerk of the Board Department:
Commissioners
Information
Subject and Summary Statement
Letter dated 8/ 25/ 2026 to Susan McElyea thanking her for her application to the Rodeo Board. The Committee does not have any available openings. Staff Attendance
Department
Recommendation
Form
User
Task
Grayson,
Kelly
Agenda
Grayson,
Kelly
Department
Item
Review
Action
Timestamp
Submission
Submit
8/ 18/ 2026
Approver
Approve
8/ 18/ 2026 12: 22: 00 PM
Approve
8/ 18/ 2026
10: 18: 00 AM
Review Grayson,
Kelly
Clerk of the Board Review
12: 23: 00 PM
TZ CQU
Richard R. Dahl, Chairman
e
G0,
Board of Cowlitz
County
District 3
Steve Rader, Commissioner District 1 Steven L Ferrell, Commissioner
Disbict2
Commissioners Kelly Grayson, Clerkofthe Board
gSkIGZbt'
August 25, 2026
Ms. Susan McElyea
Dear Ms. McElyea,
Thank you for your application for the Rodeo Board. After careful consideration, we regret to inform you that we are unable to move forward with your appointment at this time. This may be because another applicant was selected or because the committee does not have any available openings. Frequently, opportunities on advisory boards become available, so we encourage you to keep an eye on the postings on the county web site. Good government starts with public participation in the many citizen volunteer boards. To promote that policy of participation and to get more citizens to learn more about their government, when there is an opportunity to appoint a new member, even if it replaces a current member, the board may choose to appoint the new member. Sincerely,
Board of County Commissioners of Cowlitz County, Washington
Richard
R. Dahl,
Chairman
Steve Rader, Commissioner
Steven L. Ferrell, Commissioner
cc:
Commissioner'
s Record
Event Center
Cowlitz
County
Board of Commissioners
360) 577- 3020 Fax( 360) 423- 9987
207 North 4" Avenue cowlitz@cowlitzwa. Kelso, WA
98626
gov www.
co. cowlitz.
wa. us
232473
BOCC
Consent
Agenda
Agenda
Meeting Date: 8/ 25/ 2026 Preliminary 2027 Budget Estimate for the Consolidated Diking Improvement District No. 3 of Cowlitz County. Submitted By: Pervie Nancy Reed, Administrative Assistant III Submitted For: Pervie Nancy Reed, Administrative Assistant III Department:
Commissioners
Information
Subject and Summary Statement
Preliminary 2027 Budget Estimate for the Consolidated Diking Improvement District No. 3 of Cowlitz County. Staff Attendance
Department
Recommendation
Form
User
Task
Reed, Pervie
Agenda
Grayson,
Department
Kelly
Item
Review
Action
Timestamp
Submission
Submit
8/ 12/ 2026
Approver
Approve
8/ 13/ 2026 7: 55: 00 AM
Approve
8/ 13/ 2026
1: 39: 00 PM
Review Grayson,
Kelly
Clerk of the Board Review
10: 03: 00 AM
Cnnnnlldsted dldnv Improvement oh" 91 No. a 91 C, wila County
1600 13th Avenue South Kelso, WA 98626 360) 577- 3030
1 (
360) 636- 0845 Fax
BOARD OF SUPERVISORS Don Mackey, Chairman Jeff Czech, Supervisor Tim Todd, Supervisor
August 12, 2026
TO:
Board of County Commissioners
FROM:
Averie Mejia, Administrative Assistant III
SUBJECT:
Budget Estimate for Consolidated Diking improvement District No. 3
Attached is the preliminary 2027 budget estimate for the Consolidated Diking Improvement District No. 3 of Cowlitz County. A final budget and order and levy resolution will be presented to the Board of County Commissioners, on or before the date that the County budget is adopted, as required by law, pursuant to RCW 86. 15. 140. am
Attachment
cc: OFM
Consolidated Diking Improvement District No. 3 2027 Draft Budget FUND:
CONSOLIDATED DIKING DISTRICT# 3
FUND NUMBER: 69201
ACCT
SUBCLASS
DESCRIPTIONS
6I3012026
FINAL
DRAFT
ACTUALS
ACTUALS
ACTUALS
ACTUALS
ACTUALS
BUDGET
BUDGET
2022
2023
2024
2025
2026
2026
2027
117, 547
386, 853
450, 128
220, 130
192, 806
40, 000
300, 000
6, 091
8, 864
7, 544
5, 544
3, 268
6, 000
6, 000
2, 732
1, 477, 352
1, 537, 415
1, 668, 547
1, 044, 183
1, 069, 679
1, 801, 586
1, 957, 314
811, 907
INC! DEC
EENUES 3611100
8900000
INT EARNING
3614500
8900000
DELQINT- ASSESSMENTS
3685000
8900000
CAPITAL ASSESSMENTS
3699100
8900000
OTHER
INVEST
MISC REVENUE
TOTAL REVENUES 3081000
3081000
BEG UNRESERVED
3085000
3085000
BEG RESERVED FUND BALANCE FUND TOTAL
FUND
BALANCE
(
152, 806)
8,591
9, 580
8, 346
5, 498
1, 764
6, 000
1, 000
4, 236
1, 609, 580
1, 942, 712
2, 134, 565
1, 275, 355
1, 267, 516
1, 933, 586
2, 264, 314
666, 070
6,386,825
7, 333,849
8. 740, 560
9, 497, 212
11, 335. 451
11, 000, 000
12, 00,000
7, 996,405
9, 276. 561
10. 875, 125
12, 933,586 1
14,264,314 1
10, 772, 56
12, 602,
967T
(
335, 451)
330, 619
Page#
1
Consolidated Diking Improvement Dlstrict No. 3 2027 Draft Budget FUND:
CONSOLIDATED DIKING DISTRICT 93
FUND NUMBER: 69201
ACCT _
SUBCLASS
ACTUALS
ACTUALS
2027
2023
n
d
W30/ 2026
FINAL
DRAFT
ACTUALS
ACTUAL$
BUDGET
BUDGET
2025
2026
2026
2027
INC!( DEC)
T
EXPENDITURES
5535000
DESCRIPTIONS
ACTUALS
5100100
DIRECT LABOR
5101000
OVERTIME
5200000
BENEFITS TOTAL DIRECT LABOR&
BENEFITS
5310100
OFFICE SUPPLIES
5311500
OIL&
5312300
SAFETY
SUPPLIES
5313200
ROCK&
SAND
5311100
CHEMICALSNEGETATIO14
551
5314000
MISC 0& M SUPPLIES
983
5320100
GAS
5320300
DIESEL
LUBRICANTS
1, 051
79
1, 225
1, 958
100
100
5, 000
5, 000
5, 000
225)
1. 959
1, 910
101
1, 000
1, 000
899
15, 414
1, 454
1, 950
6, 000
6, 000
4, 050
507
1, 202
1, 557
1, 000
1, 000
1, 000
199
505
2, 750
380
1, 500
1, 500
1, 120
10, 727
98, 028
20, 130
7, 750
3, 657
15, 600
15, 600
11. 943 291, 322
7, 146
TOTAL OPERATING SUPPLIES
1, 000
100
97, 321
89 FUEL
1, 000
_
57, 563
139,653
220, 963
72, 120
80, 304
371, 625
1, 566, 800
26, 804
27, 238
27, 749
28, 079
22, 467
29, 702
53, 321
7, 235
INTER GOV SERVICES
11, 616
8, 705
7, 980
32, 149
15, 201
50, 000
50, 000
34, 799
5416000
INTER GOV TAX AND ASSES
1, 092
2, 496
1, 184
975
285
1, 500
1, 500
1, 215
5420300
POSTAGE
94
70
127
66
86
100
10D
14
5420400
TELEPHONE
643
702
760
653
356
800
800
444
100
100
100
1, 862
1, 285
1, 400
242
847
1, 500
1, 500
653 6, 284
22, 514
2t, 256
5410100
PROFESSIONAL
5413900
AUDITIACCOUNTIN
SERVICES
5415000
SERVICES
5430200
MILEAGE
5440100
ADVERTISING
5450200
EQUIPMENT
5460100
INSURANCE
5470100
UTILITIES-
PUD
25, 178
19, 736
KELSO
4, 202
4, 202
RENT
OUTSIDE
882
216
6, 5C0
6, 500
25, 202
27, 976
37, 500
30, 000
9, 524
27, 722
25, 715
16, 536
40, 000
30, 000
23, 464
4, 229
3, 845
596
4, 800
4, 800
4, 204
100
100
100
200, 000
200, 000
112, 543 2, 000
547030D
UTILITIES-
54470400
SOLID WASTE
5480100
REPAIRS&
MAINTENANCE
5490100
COMPUTER
SERVICES
2,000
2, 000
5490200
PHOTOCOPIES
100
100
100
5490600
PRINTING&
100
100
100 30, 000
8
478, 904
132, 800
144, 714
114, 591
974
973
900
87, 457
BINDING
5492000
OTHER
5499900
TREASURER ASSESSMENT FEE TOTAL OTHER
414
SERVICES&
CHARGES
4, 246 635, i30
_
2, 149
782
30, 000
30, 000
4, 238
4, 244
(
4, 244
1, 919)
4, 242
10.000
5, 000
5, 758
365, 514
450, 827
307, 743
256, 569
7 86, 427
1, 982, 721
529, 858
Page
N2
Consolidated Diking Improvement District No. 3 2027 Draft Budget FUND:
CONSOLIDATED
FUND NUMBER:
69201
DIKING DISTRICT# 3
1111 ACCT
SUBCLASS
DESCRIPTIONS
5610100
LAND
5620100
IMPROVEMENTS
5630100
IMPROVEMENTS
5640100
MACHINERY&
5660100
CONSTRUCTION TOTAL
5915300
5780100
5925300
5830100
FINAL
DRAFT
ACTUAL$
ACTUALS
ACTUALS
ACTUAL$
ACTUALS
BUDGET
BUDGET
2022
2023
2024
2025
2026
2026
2027
500, 000
500,000
500, 000
L1
4, 270
CAPITAL
TO BUILDINGS
16, 698
INC/( DEC)
902, 685
OTHER THAN BLDGS
EQUIPMENT
OUTLAY
DEBT SERVICE-
PRINCIPAL
DEBT SERVICE-
INTEREST
72, 464
102.591
18, 373
1, 050, 000
3, 000, 000
1, 031, 627
16,698
72, 464
906, 965
102, 591
18, 373
1, 550, 000
3, 500, 000
1, 531, 627
662, 556
536, 001
1, 377, 913
418, 084
278, 599
2, 352, 027
5, 498, 321
2, 073, 428
7, 333, 049
8,740,560
9, 497, 212
10, 354, 483
12, 324, 358
10, 581, 559
8, 765,993
7, 996, 405
9, 276, 561
10, 875,125
10, 772, 567
12, 642, 961
12, 933, 586
14, 264, 314
TOTAL DEBT SERVICE TOTAL EXPENDITURES 5081000
508100D
ENDING UNRESERVED FUND BALANCE
5088000
5088000
ENDING RESERVED FUND BALANCE
FUND TOTAL
(
1, 742, 809)
330, 619
Page M3
Consolidate biking Improvement District# 3 2027 draft Budget
UPPER
2022
2023
2024
2025
Actuals
Budget
Budget
2026
2026
2027
INC/ DEC
588, 644, 504
656, 834, 210
710, 375, 543
737, 876, 721
760, 121, 974
752, 634, 255
782, 925, 633
3.0%
LEVY
1, 500, 000
1, 525, 000
1, 675, 000
1, 787, 500
1, 881, 586
1, 881, 586
1, 957, 314
4,U%
MILLAGE11000
2. 548227
2. 321743
2. 357908
2. 422491
2. 475374
2. 50
2. 50
0. 02
637. 06
580. 44
589. 48
618. 84
625. 00
625. 00
6, 16
VALUATION
COST FOR$ 250, 000 HOUSE
605, 62 .
Projected Ending Fund Balances Operating
5, 333, 754
6, 740, 464
7, 497, 116
6, 484, 763
8, 324, 368
5, 581, 559
1, 765, 993
Capital Reserve
2, 000, 000
2, 000, 000
2, 000, 000
4, 000, 000
4, 000, 000
5, 000, 000
7, 000. 000
Ending Fund Balance
7, 333, 754
8, 740. 464
9, 497, 116
10, 484, 763
12, 324, 368
10, 581, 559
8, 765, 993
(
3, 815, 566) 2, 000, 000
(
1, 815, 566)
232472
BOCC
Consent
Agenda
Agenda
Meeting Date: 8/ 25/ 2026 Preliminary 2027 Budget Estimate for the Drainage Improvement District No. 1 of Cowlitz County. Submitted By: Pervie Nancy Reed, Administrative Assistant III Submitted For: Pervie Nancy Reed, Administrative Assistant III Department:
Commissioners
Information
Subject and Summary Statement
Preliminary 2027 Budget Estimate for the Drainage Improvement District No. 1 of Cowlitz County Staff Attendance
Department
Recommendation
Form
User
Task
Reed, Pervie
Agenda
Grayson,
Kelly
Department
Kelly
Clerk of the Board
Item
Review
Action
Timestamp
Submission
Submit
8/ 12/ 2026
1: 37: 00 PM
Approver
Approve
8/ 13/ 2026
7: 49: 00 AM
Approve
8/ 13/ 2026
10: 02: 00 AM
Review Grayson,
Review
DRAINAGE IMPROVEMENT DISTRICT NO. I 1600—
of Cowlitz County, Washington 13th Avenue South, Kelso, Washington 98626 Phone( 360) 577- 3030
August 12, 2026
TO:
Board of County Commissioners
FROM: Averie Mejia, Administrative Assistant III SUBJECT:
Budget Estimate for Drainage Improvement District No. 1
Attached is the preliminary 2027 budget estimate for the Drainage Improvement District No. 1 of Cowlitz County.
A final budget and order and levy resolution will be presented to the Board of County Commissioners,
on or before the date that the County budget is adopted, as required by law, pursuant to RCW 86. 15. 140. am
Attachment
cc:
OFM
Drainage improvement
District No. 1
2027 Draft Budget
FUND:
DRAINAGE IMPROVEMENT
NUMBER:
69401
DISTRICT# 1
YTD
BARS#
ACCOUNT
DESCRIPTIONS
8900000
3611100
iNT EARNING
8900000
3614500
DELQ iNT ASSESSMENTS
8900000
3688600
SERVICE
8900000
3699100
INVEST
ASSESSMENTS
OTHER MISCELLANEOUS TOTAL
REVENUE
REVENUE
3081000
3081000
BEGINNING
UNRESERVED
3081000
3085000
BEGINNING
RESERVED BALANCE
FUND TOTAL
BALANCE
ACTUALS
ACTUALS
ACTUALS
ACTUALS
ACTUALS
BUDGET
BUDGET
2022
2023
2024
2025
613012026
2026
2027
INCI EC
29, 892
109, 383
143, 764
155, 216
67, 049
110, 000
120, 0001
2, 845
2, 431
2, 516
2, 074
2, 182
3, 000
3, 500
500
541, 963
596, 120
671, 003
337, 431
388, 400
684, 749
701, 960
17, 211
10, 000
12, 774
15, 160
11, 631
16, 280
7, 871
1, 500, 000
1, 500, 000
587, 474
723, 093
828, 914
511, 001
465, 502
2, 297, 749
2, 325, 460
27, 711
1, 505, 820
2, 022, 736
2, 643, 822
2, 643, 601
3, 947, 057
3, 000, 000
4,000, 000
1, 000,000
0
0
0
2,093, 294
2, 745, 829
3, 472 736
3, 154, 602
4, 412, 560
5,297, 749
6, 325, 460
Page#
1, 027. 711
t
Drainage Improvement District No. 1 2027 Draft Budget
FUND:
DRAINAGE
NUMBER:
69401
IMPROVEMENT
DISTRICT#
1
YTD
BARS#
5535000
ACCOUNT
DESCRIPTIONS
5310100
OFFICE
5320200
OIL AND LUBRICANTS
5312200
PLUMBING& ELECTRICAL
ACTUALS
ACTUALS
ACTUALS
ACTUALS
ACTUALS
BUDGET
BUDGET
2022
2023
2024
2025
613012026
2026
2027
SUPPLIES
5313200
ROCK&
5313600
CHEMICALS
SAND
340
I VEGETATION
MISC O& M SUPPLIES
91
5320300
DIESEL
623
FUEL
TOTAL OPERATING 5410100
PROFESSIONAL
5415000
INTERGOVERNMENTAL
5416000
1NTERGOV
54203DO
POSTAGE
SUPPLIES
SERVICES SERVICES
TAXES AND OPERASSESS
5420400
TELEPHONE
5440100
ADVERTISING
5450200
OPERATING
RENTALS-
INSURANCE
5470100
PUBLIC UTILITY
5470300
KELSO
5480100
REPAIR&
MAINTENANCE
5490100
COMPUTER
SERVICES
5490200
PHOTOCOPIES
6492000
OTHER
5499900
TREASURER
SERVICES
UTILITIES SERVICES
5650100
CONSTRUCTION
SERVICES&
TOTAL CAPITAL
OUTLAY
5780100
DEBT SERVICE-
PRINCIPAL
5830100
DEBT SERVICE-
INTEREST
2, 689
1, 126
154
2, 022
280
341
5, 000
2, 500
2,500
11500
1, 500
3, 124
3, 477
434
341
9, 200
9, 2D0
20, 329
10, 493
93, 634
79, 381
39, 703
164. 000
184, 000
2, 828
2, 236
1, 147
8, 667
4, 816
2, 500
2,500
1, 322
1, 871
1, 586
1, 816
1, 173
2, 000
2, 000
18
1
3
2
1, 197
1, 168
1, 289
1, 408
715
1, 400
1, 400
147
1, 000
1, 000
2, 500
2, 500
9, 780
11, 399
12, 648
11, 888
14, 000
14, 000
10, 584
9, 577
12, 584
9, 496
7, 846
17, 000
17, 000
491
491
491
461
155
600
600
18, 785
59, 818
25, 188
39, 188
15, 354
55, 000
55, 000
1, 000
1, 000
172
1, 129
FEE
1, 656
1, 656
1, 656
CHARGES
67, 461
98, 083
138, 707
204 1,
6541
154, 925
493 1, 652 83, 942
DEBT SERVICE
TOTAL EXPENDITURES 5535000
5081000
ENDING
5535000
5085000
ENDING RESERVED FUND BALANCE _
UNRESERVED
FUND TOTAL
5, 000
20, 000
75
ASSESSMENT
LAND
200
3, 097
469
5610100
200
329
OUTSIDE
5460100
TOTAL OTHER
435
Z044
5314000
TOTAL
INC/ DEC
FUND BALANCE
500 1, 800 _
75) 500
1, 800
263, 375
283, 300
19, 925
2, 000, 000
2, 300, 000
300, 000
2,000, 000
2, 300, 000
300, 000
50, 000
50, 000
10, 000
10, 000
60, 000
60, 000
70, 558
102, 007
142, 184
155, 359
84, 283
2, 332, 575
2, 652, 500
319, 925
2, 022, 736
2, 643, 822
3, 330, 552
2, 999, 243
4, 328, 277
2, 965, 174
3, 672, 960
707, 786
2, 093, 294
2, 745, 829
3, 472, 736
3, 154, 602
4, 412, 560
5, 291, 749
6, 325, 460
ag@
fk7,711
Drainage Improvement District tit 2027 Draft Budget
2022 VALUATION
2023
Actual
Budgeted
2024
2025
2026
2026
2027
Projected INC/ DEC
183, 935, 343
206, 071, 809
202, 293, 329
223, 774, 280
227, 171, 524
228, 249, 766
233, 986, 670
LEVY
544, 000
600, 000
606, 851
600, 000
684, 749
684, 749
701, 960
2. 5%
MILLAGEl1000
2. 957561
2. 911605
2. 999856
2. 681273
3. 014238
3. 00
3.00
0. 01)
739. 39
727. 90
749. 96
670. 32
753. 56
750. 00
750. 00
3. 56)
COST FOR$ 250, 000 HOUSE
3.0%
Commitment of Ending Fund Balances Operating
1, 205, 820
1, 479, 377
2, 699, 243
2, 699, 243
4, 028, 277
2, 665, 174
3, 372, 960
655, 317)
Capital Reserve
300, 000
300, 000
300, 000
300, 000
300, 000
300, 000
300, 000
0
Ending Fund Balance
1, 505, 820
1, 779, 377
2, 999, 243
2, 999, 243
4, 328, 277
2, 965, 174
3, 672, 960
655, 317)
232471
BOCC
Consent
Agenda
Agenda
Meeting Date: 8/ 25/ 2026 Preliminary 2027 Budget Estimate for the Consolidated Diking Improvement District No. 2 of Cowlitz County Submitted By: Pervie Nancy Reed, Administrative Assistant III Submitted For: Pervie Nancy Reed, Administrative Assistant III Department:
Commissioners
Information
Subject and Summary Statement
Preliminary 2027 Budget Estimate for the Consolidated Diking Improvement District No. 2 of Cowlitz County Staff Attendance
Department
Recommendation
Form
User
Task
Reed, Pervie
Agenda
Grayson,
Department
Kelly
Item
Review
Action
Timestamp
Submission
Submit
8/ 12/ 2026
Approver
Approve
8/ 13/ 2026 7: 49: 00 AM
Approve
8/ 13/ 2026
1: 35: 00 PM
Review Grayson,
Kelly
Clerk of the Board Review
10: 02: 00 AM
CONSOLIDATED DIKING IMPROVEMENT DISTRICTNO. 2 of Cowlitz Coun ,
as
in ton
Engineer' s Office 1600
13'
Avenue South
Kelso,
WA
98626
Maintenance Building 526 North Dike Road
360) 577- 3030
P. O. Box 461
Woodland, WA 98674 360) 225- 8935
August 12, 2026
TO:
Board of County Commissioners
FROM:
Averie Mejia, Administrative Assistant III
SUBJECT.
Budget Estimate for Consolidated Diking Improvement District No. 2
Attached is the preliminary 2027 budget estimate for the Consolidated Diking Improvement District No, 2 of Cowlitz County.
A final budget and order and levy resolution will be presented to the Board of County
Commissioners, on or before the date that the County budget is adopted, as required by law, pursuant to RCW 86. 15. 140. am
Attachment
cc:
OFM
Consolidated Diking Improvement District No. 2 2027 Draft Budget FUND;
CONSQUDATED
DIKING DISTRICT# 2
FUND NUMBER: 69101 YTD
DESCRIPTIONS
ACTUALS
ACTUALS
ACTUALS
ACTUALS
ACTUALS
BUDGET
BUDGET
2022
2023
2024
2025
6/ 30/ 2026
2026
2027
INCIDEC
Exl}ENolruRls 5535000 5310100
OFFICE
SUPPLIES
209
117
14
5311500
OIL& LUBRICANTS
944
1, 368
1, 763
5312400
TIRES
12, 395
1, 322
5313200
ROCK&
5313400
CULVERT
5313600
CHEMICALS I VEGETATION
5314000
MISC OPER SUPPLIES
5320100
GAS
5320200
PROPANE
5320300
DIESEL
5350100
SMALL TOOLS TOTAL
SAND
171
712
400
1, 000
2, 407
2, 000
2, 000
1, 500
1, 500
730
344 2, 276
500
1, 000
5, 000
2, 425
8, 000
8, 000
8, 377
3, 563
377
28, 636
13, 890
6, 020
5, 636
3, 511
15, 000
15, DO0
2, 622
2, 693
2, 679
2, 761
1, 313
3, 500
3, 500
9D
90
5, 592
4, 536
6,431
348
101, 920
51, 393
28, 893
6, 243
OPERATING SUPPLIES
500
500
500
1, 304
7, 000
10, 000
436
4. 078
2,000
2, 000
119, 675
24, 633
15, 751
41, 400
49, 000
5410100
PROFESSIONAL SERVICES
28, 546
148, 439
230, 018
78, 874
112, 570
491, 625
303, 000
5413900
AUDITIACCOUNTING
88, 855
110, 817
108, 997
99, 886
57, 055
134,246
134, 246
3, 725
1, 555
282
5, 442
1, 242
4, 400
4,400
180
180
376
361
361
400
400
171
45
128
300
300
SERVICES
5415000
INTERGOVERNEMENTAL
54MO
INTERGOV
5420300
POSTAGE
140
74
5420400
TELEPHONE
610
386
5420800
INTERNET
1, 054
988
495
5430700
TUITION&
120
120
5440100
ADVERTISING
5450200
EQUIPMENT
SERVICES
TAXES AND OPER ASSESS
REGISTRATION
600
4, 000
3, 000
7, 600 (
188, 625)
1, 000
1, 372
405
270
120
172
407
RENT OUTSIDE
1, 000)
1, 000
1, 000
20D
200
200
500
2, 500
2, 500
6460100
INSURANCEIPREMIUMS
45, 619
52, 075
100
59, 057
57, 016
70, 000
5470100
PUD
63, 420
49,473
69, 246
42, 068
42,287
120, 000
54704CO
SOLID WASTE
277
291
333
310
169
250
300
70, 000 100,
000I (
400
20, 000) 150
Page# 2
Consolidated Diking Improvement District No, 2 2027 Draft Budget FUND;
CONSOLIDATED
FUND NUMBER:
69101
DIKING
DISTRICT#
2
YTD
DESCRIPTIONS 5480100
REPAIR AND MAINTENANCE
5492000
OTHER
5499900
TREASURER' S ASSESMENT FEES
LAND
5620100
IMP TO BUILDINGS
5630100
IMP OTHER THAN TO BUILDINGS
6640100
MACHINERY&
5650100
CONSTRUCTION
5800101
5925300
5830100
ACTUALS
ACTUALS
ACTUALS
BUDGET
BUDGET
2022
2023
2024
2025
613012026
2026
2027
93, 191
419
5610100
5915300
ACTUALS
51, 304
TOTAL OTHER SERVICES& CHARGES 5945300
ACTUALS
3, 198 287, 347
_
17, 910
8, 220
25 012
INCIDEC
45, 000
45, 000 2, 500
695
1, 395
1, 186
1, 635
2, 500
3,226
3, 228
3, 262
3, 260
3, 300
3, 300
462, 883
432, 672
299. 60
301, 176
76, 921
667,746
541
100, 000
100. 000
300, 000
200, 000
(
209, 175)
EQUIPMENT
275,262
TOTAL CAPITAL OUTLAYS
275, 803
100, 000
100, 000
300, 000
200, 000
DEBT SERVICE- PRINCIPAL DEBT SERVICE- INTEREST TOTAL DEBT SERVICE TOTAL EXPENDITURES
6081000
5000000
ENDING UNRESERVED
5085000
5000000
ENDING RESERVED FUND BALANCE FUND TOTAL
FUND
BALANCE
338, 739
491, 776
552,347
600, 081
416, 927
1, 018, 321
1, 016, 746
1, 575)
5, 836, 810
6, 639, 431
7, 544, 025
8, 413, 637
8, 850, 042
7,617, 063
9, 591, 775
1, 974, 713
6, 175, 550
7, 131, 208
8, 096, 372
9, 013, 716
9,266,969
8, 635, 384
10, 608, 521
1, 973, 136
Page# 3
Consolidated Diking Improvement District No. 2 2027 Draft Budget
Actual
Budgeted
2026
2026
2027
960, 810, 380
1, 052, 444, 141
1, 065, 107, 000
1, 084, 017, 000
1, 125, 000
1, 137, 500
1, 331, 384
1, 331, 384
1, 355, 021
1. 8%
1. 140364
1. 250328
1. 1838961
1. 265040
1. 25
1. 25
0. 02)
310. 68
285. 09
312. 58
295. 97
316. 26
312. 50
312. 50
3. 76)
projected Ending Fund Balances Operating
2, 336, 810
3. 139, 431
4, 044, 025
4. 850, 042
4, 850, 042
3, 116, 463
1, 091, 775
Reserve
3, 500, 000
3, 500, 000
3, 500, 000
4, 000, 000
4, 000, 000
4, 500, 000
8, 500, 000
4, 500, 000
Ending Fund Balance
5, 836, 810
6, 639, 431
7, 544, 025
8, 850, 042
8, 850, 042
7, 616, 463
9, 591, 775
741. 733
2022
2023
747, 064, 090
854, 990, 442
899, 763, 927
LEVY
928, 403
975, 000
MILLAGEf1000
1. 242735
VALUATION
COST FOR$ 250, 000 HOUSE
Capital
2024
2025
projected INC/ DEC 3. 0%
(
3, 758, 267)
Page# 4
232837
BOCC
Consent
Agenda
Agenda
Meeting Date: 8/ 25/ 2026 Budget Estimate for Silver Lake Flood Control District
Submitted By: Pervie Nancy Reed, Administrative Assistant III Submitted For: Pervie Nancy Reed, Administrative Assistant III Department:
Commissioners
Information
Subject and Summary Statement Budget Estimate for Silver Lake Flood Control District Staff Attendance
Department
Recommendation
Form
User
Task
Reed, Pervie
Agenda
Grayson,
Kelly
Department
Kelly
Clerk of the Board
Item
Review
Action
Timestamp
Submission
Submit
8/ 19/ 2026
11: 56: 00 AM
Approver
Approve
8/ 19/ 2026
1: 49: 00 PM
Approve
8/ 19/ 2026
2: 15: 00 PM
Review Grayson,
Review
S11w' Lake Reid Con' 1
91 of NWIN Cool"
1600— 13th Avenue South
Kelso, WA 98626
360) 577- 3030
BOARD OF DIRECTORS
Dan Belding, Director Milton Patterson Jr., Director Ginger Heckman,
Director
1 ( 360) 636- 0845 Fax
August 17, 2026
TO:
Board of County Commissioners
FROM: Averie Mejia, Administrative Assistant III SUBJECT:
Budget Estimate for Silver Lake Flood Control District
Attached is the preliminary 2027 budget estimate for the Silver Lake Flood District of Cowlitz County. A final budget and order and levy resolution will be presented to the Board of County Commissioners, on or before the date that the County budget is adopted, as required by law, pursuant to RCW 86. 15. 140. am
Attachment
cc:
OFM
Silver Lake Flood Control
District
2027 Draft Budget FUND:
SILVER LAKE FLOOD CONTROL DISTRICT
NUMBER:
68701 YTD
ACCT
SUBCLASS
DESCRIPTIONS
ACTUALS
ACTUALS
ACTUALS
Actuals
BUDGET
BUDGET
BUDGET
2022
2023
2024
2025
613012026
2026
2027
INCIDEC
REVENUES 3611100
8900000
INT EARNING INVEST
3614500
8900000
DELQINT- ASSESSMENTS
3685000
8900000
SERVICE ASSESSMENT
3699100
8900000
MISCELLANEOUS REVENUE TOTAL REVENUE
3081000
3081000
BEG UNRESERVED
3081000
3085000
BEG RESERVED BALANCE FUND TOTAL
BALANCE
11, 796
39, 085
47, 783
50, 626
22, 028
40, 000
647
765
727
828
818
675
675
156, 381
158, 771
186, 746
166, 172
110, 527
187, 421
194, 878
7, 457
168. 823
198, 6 00
235, 256
217, 627
133, 373
228, 096
235, 553
7, 457
721, 556
820, 481
949, 801
1, 141, 402
1, 308, 054
1, 184, 741
1, 412, 837
228, 096
890. 379
1, 019, 101
1, 071, 205
1, 359, 029
1, 441, 427
1, 412, 837
1, 648, 390
235, 553
40,000
Page# 1
Silver Lake Flood Control District 2027 Draft Budget FUND:
SILVER LAKE FLOOD CONTROL DISTRICT
NUMBER:
68701 YTD
ACCT
DESCRIPTIONS
SUBCLASS
ACTUALS
ACTUALS
ACTUALS
Actuals
BUDGET
BUDGET
BUDGET
2022
2023
2024
2025
6130/ 2026
2026
2027
INCIDEC
EXPENDITURES DIRECT 5313200 5314000
MISC O& M SUPPLIES TOTAL
5533000
LABOR
ROCK AND SAND SUPPLIES SERVICES
5410100
PROFESSIONAL
5413900
AUDITIACCOUNTING
5415000
INTERGOVERNMENTAL
SERVICES SERVICES
103
51
474
500
500
12
103
51
474
500
500
45, 625
32, 134
9, 816
8, 894
3, 071
29, 100
29, 100
2, 377
3, 631
4, 927
4, 552
1, 770
5, 282
6, 338
181
5, 496
40
6, 449
2, 055
10, 000
10, 000
23
39
59
5420300
POSTAGE
5430200
MILEAGE
5440100
ADVERTISING
5460100
INSURANCE
5480100
REPAIRS&
5492000
OTHER
5499900
TREASURER
MAINTENANCE
ASSESSMENT
FEES
CHARGES
150
150
300
300
38
105
30
29 134
100
100
14, 473
15, 879
17, 042
16, 082
18, 500
18, 500
5, 517
10, 365
8, 917
10, 514
25, 500
25, 500
21
25
1, 027
1, 854
1, 555
1, 600
1, 702
1, 680
69, 866
69, 197
43, 604
69, 898
69, 300
820, 481
949, 801
77
TOTAL OTHER SERVICES& 6660100
12
78
1, 056
1, 500
1, 500
1, 702
1, 750
1, 800
50
50, 182
8, 714
92, 182
93, 288
1, 106
43, 655
50, 656
8, 714
92, 682
93, 788
1, 106
1, 141, 402
1, 308, 373
1, 554, 602
234, 446
1, 648, 390
235, 553
CONSTRUCTION TOTAL
CAPITAL
OUTLAYS
TOTAL EXPENDITURES
UNRESERVED BALANCE
5081000
5081000
ENDING
W85000
5085000
ENDING RESERVED FUND TOTAL
BALANCE
1, 432, 713 I
890, 379
1, 019, 101
1, 185, 058
1, 359, 029
1
1, 320, 155 I
1, 441. 427
I
1, 412, 837
Page# 2
Silver Lake Flood Control District 2027 Draft Budget
2022
2023
2024
2025
Actuals
Budgeted
2026
2026
Projected 2027
INCIDEC
175, 025, 047
199, 326, 277
202. 293, 329
220, 446, 410
222, 589, 524
234, 276, 290
229, 268, 000
3. 0%
155, 505
160. 000
189, 000
168, 000
187, 421
187, 421
194, 878
4. 0%
0. 889473
0. 802704
0. 934287
0. 762090
0. 842003
0. 80
0. 85
0. 01
222. 12
200. 68
233. 57
190. 52
210. 50
200. 00
212. 50
2. 00
Commitment of Ending Fund Balances Operating
320, 481
449, 801
641, 402
558, 373
682, 713
70, 155
304, 602
Capital Reserve
500, 000
500, 000
500, 000
750, 000
750. 000
1, 250, 000
1, 250, 000
500, 000. 00
Ending Fund Balance
820, 481
949, 801
1, 141, 402
1, 308, 373
1, 432, 713
1, 320, 155
1, 554, 602
121, 888. 96
VALUATION LEVY MILLAGE11000 COST FOR$ 250, 000 HOUSE
(
378, 111. 05)
Motion
232266
BOCC
Item
Agenda
Meeting Date: 8/ 25/ 2026 Sheriff Deputies Sergeants Guild Collective Bargaining Agreement Submitted By: Jessica Warren, Human Resources Director Submitted For: Jessica Warren, Human Resources Director Department:
OAS-
Human
Resources
Information
Subject and Summary Statement
The Collective Bargaining Agreement represents the terms and conditions agreed upon by and between Cowlitz County and Sheriff Deputies Sergeants Guild for the period of January 1, 2026 to December 1, 2028. Staff Attendance Jessica
Warren
Department
Recommendation
Recommend the Board of County Commissioners move to approve the agreement.
Form
Task
User Anonymous
User
Warren, Jessica
Agenda
Item
Department
Review
Action
Timestamp
Submission
Submit
8/ 10/ 2026
2: 09: 00 PM
Approver
Approve
8/ 10/ 2026
2: 21: 00 PM
Approve
8/ 10/ 2026
2: 22: 00 PM
Approve
8/ 10/ 2026
4: 41: 00 PM
Review Roewe, Grayson,
Shawn (
Kelly
OA)
Finance
Review
Clerk of the Board Review
COLLECTIVE BARGAINING AGREEMENT
By and Between
COWLITZ COUNTY,
SHERIFF BRADLEY W. THURMAN
and
SHERIFF DEPUTIES/ SERGEANTS GUILD
2026 - 2028
Cowlitz County Sheriff Deputies
CBA 2026- 2028
COWLITZ COUNTY SHERIFF' S AGREEMENT 1/ 1/ 26- 12/ 31/ 28
Article 1
Guild Recognition....................................................................................................
1
Article2
Management
Rights.................................................................................................
1
Article 3
Association
Rights...................................................................................................
2
of Work and Overtime .................................................................................
2
Article 4
Hours
Article5
Holidays...................................................................................................................
Article6
6
Vacations..................................................................................................................
7
Article7
Seniority.................................................................................................................
10
Article8
Sick Leave..............................................................................................................
10
Article
Absence
14
9
Without
Pay.............................................................................................
Article 10
Uniforms and Equipment.......................................................................................
15
Article11
Equipment..............................................................................................................
16
Article 12
Discharge or Suspension........................................................................................
16
Article
Grievance Procedure..............................................................................................
17
13
Article 14
Health and Welfare................................................................................................ 18
Article
Bereavement
15
Leave................................................................................................
19
Article16
Retirement..............................................................................................................
19
Article17
Salaries...................................................................................................................
20
Article 18
Bill of Rights.......................................................................................................... 21
Article19
Payroll
Article 20
Duration
Dates..........................................................................................................
of Agreement..........................................................................................
AppendixA
Salary
Appendix
Uniform and Equipment
B
Schedule...................................................................................................... List.................................................................................
22
23 24
26
AppendixC
Family Leave........................................................... ...........................
28
AppendixD
K- 9 Agreement.......................................................................................................
31
Collective
Bargaining Agreement 2026- 2028
THIS AGREEMENT,
made and entered into by and between the Board of Cowlitz County
Commissioners and the Sheriff of Cowlitz County, hereinafter referred to as the COUNTY, and The Cowlitz County Deputies Guild, hereinafter referred to as the Guild, governing wages, hours and
working conditions of employment for employees of Cowlitz County Sheriffs Office; ARTICLE
1. 1
1-
GUILD RECOGNITION
The Guild is recognized as the sole and exclusive bargaining agent for all full time and regular part time Deputies through the rank of Sergeant of the Cowlitz County Sheriffs
Office, excluding supervisors, confidential employees, and all other employees. 1. 2
All employees shall have the voluntary choice of whether or not to become a member of the Guild.
1. 3
Upon receipt of a properly executed authorization card signed by the employee who voluntarily chooses to become a member of the Guild, the Office agrees to deduct all regular Guild dues and initiation fees from the employee' s pay that are uniformly required to
maintain the employee in good standing in the Guild. Such deductions are to be transmitted to the Guild each month.
The written authorization shall provide that: a) the amount of dues deducted by the employer shall be increased upon written notification from the Guild that the amount of
dues has increased; or b) each employee who voluntarily chooses to become a member of the Guild establishes
1. 4
after the date of this Agreement.
An employee may revoke his or her authorization for payroll deduction of payments to the Guild by delivering written notice to the Employer. Every effort will be made to end the deduction effective the first payroll, but no later than the second payroll, after the Employer' s receipt of the employee' s written notice.
1. 5
The Guild agrees to indemnify and hold harmless the Employer, its Board members, officers, agents, and employees, from and against any and all claims, demands, actions,
lawsuits or any forms of liability, monetary or otherwise ( for example, claims for or reemployement), including any attorney' s fees and costs, arising from
reinstatement
application and enforcement of this article.
ARTICLE
2. 1
2 - MANAGEMENT
RIGHTS
Except as abridged by this contract, the Sheriff shall retain the exclusive right to exercise the customary functions ofmanagement, including, but not limited to: directing the activities of the office; determining the methods of operation, including but not limited to the introduction of new equipment; the right to hire, layoff, transfer, promote; to discipline or
discharge for just cause; to determine work schedules and assign work; to establish performance objectives; to set job standards; and to evaluate performance of employees. Provided, the Cowlitz County Commissioners shall retain the authority to determine all items with budgetary impact such as rates of pay, amount of vacation, sick leave and holidays,
Collective
Bargaining Agreement 2026- 2028
1
health insurance,
life insurance,
overtime rate, call back rate, and uniform allowance.
Provided, nothing contained herein shall be deemed to be a waiver of the Guilds right to bargain concerning changes in mandatory subjects of bargaining. 2. 2
Nothing in this Agreement prohibits finger printing work, processing/ issuing gun permits,
and court security work from being performed by non-bargaining unit members all as determined by the Sheriff. 2. 3
Marked patrol cars will be assigned after the Deputy has successfully completed the Basic Law Enforcement Academy ( BLEA). Newly hired Deputies who have not completed the Basic Law Enforcement Academy( BLEA) will be provided an unmarked vehicle as soon as
practicable as determined by the Sheriff. 3 - ASSOCIATION RIGHTS
ARTICLE
3. 1
Guild officials time off- A Guild official who is an employee in the bargaining unit( Guild board member or member of the negotiating committee), shall be granted time off with pay
while conducting contract negotiations or grievance resolutions on behalf of the employees in the bargaining unit provided: A.
They notify the Employer at least forty eight ( 48) hours prior to the time off; and
B.
The Employer is able to properly staff the employee' s job duties during the time off, and
C.
No more than three( 3) members of the bargaining unit on paid time may participate in negotiations.
3. 2
Guild investigation and visitation
privileges -
A maximum of two representatives of the
Guild may visit the work location of employees at any reasonable time and location for the purpose of investigating grievances. Such representative shall limit his/ her activities during such investigations to matters relating to this Agreement: provided however he/ she shall not interfere with the operation or normal routine of any office. 3. 3
Storage- The employer shall provide suitable physical space as determined by the Sheriff for the posting of Guild bulletins and storage of Guild documents and materials. 4 - HOURS OF WORK AND OVERTIME
ARTICLE
4. 1
Patrol Dayshift will be 0600 to 1630 or 0800 to 1830. Nightshift will be either 1630 to 0300 or
1930 to 0600.
Sergeants will work 0700 to 1730
or
1600 to 0230.
The Sheriff or his
designee may move employees from one shift to another of the described shifts. four( 4) days on then three ( 3) days off, four( 4) days on then three ( 3) days off; four( 4) days on then four( 4) days off, six (
6) days on then four( 4) days off;
four( 4) days on then three ( 3) days off,
Collective
Bargaining Agreement 2026- 2028
2
four( 4) days on then three ( 3) days off; four( 4) days on then six ( 6) days off After two( 2) complete
cycles,
a
day shift to night shift& night shift to day shift rotation will
occur at the end of the six days off.
The Sheriff or his designee will assign and schedule the days of work and the work hours for
PacifiCorp Contract. position will be assigned by the Sheriff. the
4. 2
deputy assigned
to the
The administrative
supervisor
for this
Employees assigned to non patrol positions shall work 7: 00 am to 5: 00 pm Monday through
Thursday or Tuesday through Friday. The task force deputy will work Monday through Thursday or Tuesday through Friday 10: 00 am through 8: 00 pm. In order to equalize hours of work with
patrol an average
calculation
of the annual hours of work will
occur.
This
number of hours will be calculated by averaging the number of hours scheduled for patrol
teams AC and BD, then adjusting the hours of non patrol personnel to match that average. Non patrol personnel by January Pt will submit a schedule of desired days off to their sergeant
for approval.
administration.
Once approved the schedules
will be submitted
to the Sheriff' s
Such days off must be used within the year earned. The adjusted days off
may be used at anytime within the year earned. However, if an assignment change occurs any extra days used and not yet earned will be deducted from the employee' s vacation
account, compensatory account, or result in loss of pay if no time- off balances are present. These
extra
days off may be moved
within
the
calendar
year
by mutual consent.
Such
movement shall not create any overtime nor cause the employee any loss ofpay or benefit. If unused days off exist during the last two weeks of the year, the employee must use them or lose them.
Such loss will not generate
compensatory
time
or overtime.
An extension of
extra days into the next year may be granted with administrative approval. 4. 3
The hours of work set forth in Section 4. 1 and 4.2 shall not be modified except by mutual consent between the Sheriff( or designee)
and the employee.
No mutual consent agreement
shall violate the remaining subsections in this Article. The details of any change in hours of work by mutual consent shall be put in writing and both the Sheriff( or designee) and the employee shall receive a copy of that agreement. Any change of work hours due to mutual consent shall be considered temporary and either parry may terminate the agreement( in writing) at any time. The employee will then return to the
regular hours of work at the end of the current agreed upon work week unless mutually agreed otherwise.
The willingness, shall
or lack thereof, of the employee to engage in a mutual consent schedule
be used
in the
following: a Deputy' s probationary period, any promotional process, and/ or any specialty assignment process. 4. 4
not
as
a
criteria
All employees shall be allowed a one-half ( 1/ 2) hour lunch break during their shift as workload permits; however, if not taken, no overtime shall be paid.
Collective
Bargaining Agreement 2026- 2028
3
All employees shall be granted a fifteen ( 15) minute coffee break approximately half way
through the first half oftheir shift, and a fifteen( 15) minute coffee break approximately half way through the second half of their shift. Such coffee breaks shall be taken without loss of
pay and the employees shall not be required to make up such time. 4. 5
Overtime. All overtime must be approved by the shift supervisor. Overtime shall be defined as all hours worked beyond forty ( 40) in a work week or in excess of the hours in an employee' s scheduled work shift.
Compensatory time. At the time overtime is worked the employee has the option to request either( a) paid overtime compensation, or( b) compensatory time subject to the restrictions that
an
employee
may
not
accrue
more
than
a
total of seventy- two ( 72)
hours
of
compensatory time at any time under any circumstances. Whenever an employee works any
overtime that would result in the employee' s exceeding a total of seventy-two( 72) hours of accrued compensatory time, the employee shall immediately correct the entry in the payroll program
to
eliminate
the
hours
in
excess
of the
seventy- two ( 72)
hour maximum
compensatory time. Overtime that is funded from outside the Sheriff' s Office budget shall be compensated as
paid overtime, and not eligible for compensatory time. Non-exclusive examples of outside funding are: Boat Safety, Traffic Safety, PacificCorp patrols, Road Department, Seattle to
Portland bike ride, and Weyerhaeuser patrols. Exceptions to this will be by approval of the Sheriff.
4. 6
All call time, which includes court time, shall be approved by the shift supervisor. Call time
shall be paid at a minimum three( 3) hours pay at time and one-half,thereafter all overtime to be paid for at actual time based on fifteen( 15) minute increments. Call time occurs when an
employee leaves work at the end of his regular shift and is called back thirty (30) minutes after the end of his regular shift but before the start of his next regularly scheduled shift. Provided, early call ins ofup to two( 2) hours shall not be call time but shall be compensated for at the overtime rate if the provisions of 4. 4 are met. Overtime for court shall be compensated when the Deputy is not advised of cancellation at
least 24 hours before trial/hearing provided the deputy calls the Sheriffs Office or Prosecutors office or the court or other good faith effort to determine if the court is still going ahead. 4. 7
Except in emergencies ( when an employee
is expected to accept overtime assignments),
assignment of overtime shall be rotated among regular employees according to job assignment. A record shall be kept by the supervisor of overtime worked. 4. 8
Training Days. Every effort will be made to schedule training at least( 14) fourteen or more days in advance of occurring. Training which is posted( 14) fourteen or more days before it occurs shall be considered the employee' s assigned shift for that day. If such scheduled training is cancelled within ( 14) fourteen days of occurring and no other training is substituted,
Collective
the employee has the option, with approval of affected supervisors,
Bargaining Agreement 2026- 2028
of either
4
working the scheduled training hours for that day( usually 0700- 1700) or move back to their regular shift hours.
4. 9
Short Notice of Shift Change - Deputies who are not notified of a change in shift hours at
least by the end of their last scheduled working week shall not be required to adjust their shift without mutual agreement or compensation at the time and one half rate for extra hours worked.
4. 10
a.
The parties understand and agree that Cowlitz County Sheriff' s Office Deputies and
Sergeants as law enforcement personnel are exempt from the general overtime provision
of the Fair
Labor
Standards
Act ( 29 U. S. C. §
207( a))
and RCW
subject to the terms set forth in 29 U. S. C. § 207( k) of
49. 46. 130( 1),
and instead
the Fair Labor
Standards Act, 29 CFR §§ 553. 230. 233, and RCW 49. 46. 130( 5) for
are
the purpose of calculating overtime. b.
Starting sometime after December 1, 2009, but before January 1, 2010, the work period for purpose
of calculating
overtime
under
29 U. S. C. § 207( k), 29 CFR §§
553. 230.233 and RCW 49.46. 130( 5) will be 28 days. Overtime pay, if any, shall be paid for any hours worked in excess of 171 hours in the 28 day work period as provided by 29 U. S. C. § 207( k) and 29 CFR§§ 553. 230. 233. Notwithstanding any other language in this agreement, Cowlitz County Sheriffs Office Deputies and
Sergeants will be paid overtime for hours worked in excess oftheir regular scheduled daily hours of work( for example, a deputy or sergeant who is scheduled to work ten
and one- half( 10 1/ 2) hours and actually works twelve ( 12) hours will receive one and one- half( 1
C.
1/ 2)
hours of overtime),
unless mutually agreed otherwise.
The Sheriff, in his sole discretion, will determine when the twenty eight( 28) day work period shall begin and end.
4. 11
Training and travel time shall be compensated at straight time, including meal periods. Overtime, if any, will be paid pursuant to this section.
4. 12
Employees assigned to the basic law enforcement academy( BLEA) shall work the BLEA work schedule, and are exempt from the training and travel provision in 4. 11.
4. 13
Safety Release Time: When an employee has had to work an amount of overtime ( e. g. call out and/ or shift extension) due to an emergency or specialty assignment response, the employee will be
provided rest time before their next regularly scheduled shift as determined by the Sheriff, Undersheriff, or designee. If this rest time overlaps with the employee' s next
regularly scheduled shift, the employee will be in a rest period for six ( 6) hours. For those overlapping
hours ( 6 hours rest time and regularly
schedule
work hours), the employee
will be compensated at their straight time rate of pay without having to adjust their next shift or utilize accrued leave hours before physically returning to work. An employee may
opt out of rest time and agree to work their regularly scheduled shift or other mutually
Collective
Bargaining Agreement 2026- 2028
5
agreed upon hours established with their supervisor.
Ex. An employee is scheduled to work 0600 to 1630 hours. The employee is
called out for an emergency or specialty assignment response in the middle of the night and secures from that call- out at 0200 hours, four( 4) hours prior to their regularly scheduled shift at 0600 hours. The employee will be granted their 6-
hour rest time before returning to work for their regularly scheduled shift, which would conclude at 0800 hours. The first two ( 2) hours ( 0600- 0800 hours) of the
employees' regularly scheduled shift would be paid for by the County before they return to work at 0800 hours the day after completion of their 6- hour rest time.
ARTICLE
5. 1
5 - HOLIDAYS
The employer recognizes the following paid holidays on the date specified for eligible
employees:
New Year' s Day( January 1) Martin Luther King Day ( third Monday in January)
President' s Day (third Monday in February) Memorial Day( last Monday in May) Juneteenth( June 19)
Independence Day( July 4)
Labor Day (first Monday in September) Veterans' Day ( November 11)
Thanksgiving Day( fourth Thursday in November) Day after Thanksgiving Christmas Day( December 25) Two ( 2) Floating Holidays 5. 2
The floating holiday may be taken at any time after an employee has completed six ( 6) full months of employment and when mutually agreed upon between employee and the supervisor. Floating holiday time is non- accumulative and lapses at the end of each calendar year. There is no termination pay for any floating holiday not taken. Once a floating holiday has been approved it can only be changed by mutual agreement between the employee and approver.
5. 3
For employees that work a regular day shift, Monday through Thursday, or Tuesday through Friday, when a legal holiday falls on a Saturday, the previous Friday shall be considered the holiday, and whenever a legal holiday falls on a Sunday, the following Monday shall be considered the holiday.
5. 4
Non-probationary employees shall receive eight( 8) hours of Holiday Hours for each listed holiday of 5. 1, totaling 88 hours for the 11 recognized holidays, separate of the two 2) floating holidays. Forty- four( 44) holiday hours shall be available to each eligible
employee on January 1st of each calendar year in a separate holiday hour bank while the
Collective
Bargaining Agreement 2026- 2028
6
remaining forty- four( 44) holiday hours shall be available to each eligible employee on
July 1st of each calendar year. Probationary employees are not eligible to use holiday hours towards time off. However, during the course of their probation period they can accrue holiday hours to be cashed out
on the last period of the year( pay period ending on 12/ 31) for those holiday hours accrued during their probation. Employees who complete their probationary period
during a calendar year shall receive a prorated amount of holiday hours for that year to use towards time- off. Probationary employees will be afforded 8 hours of holiday pay for
each holiday. Once their probationary period ends, they will be afforded the option to use their remaining pro- rated hours towards time- off or pay. Employees may utilize holiday hours for time off in accordance with vacation time rules
of two ( 2) employees off per team. Non probationary employees may cash out any accrued and unused holiday hours from their holiday bank at any time of the year, in the
same manner that compensatory time may be cashed out. All unused or unscheduled holiday hours shall be paid to the employee on the last pay period of the year( pay period
ending on 12/ 31) at the employee' s straight time rate of pay. Employees who terminate are eligible for a prorated payout of unused holiday, and
employees who terminate on or before June 30th are only entitled to 44 holiday hours upon termination.
5. 5
An employee scheduled to work on any of the above- named holidays shall be paid at time and one- half( 1. 5) for all hours worked on the actual or observed holiday.
Members working overtime on any of the below-named holidays or dates, hours subject to 5. 6 below, shall be paid at double (2x) their standard rate of pay in Appendix 'A': Memorial Day (Last Monday in May)
Independence Day ( July 4th) Labor Day ( 1st Monday in September) Thanksgiving Day( 4th Thursday in November) Christmas Day( December 25th) December 31 st ( New Year' s Eve)
5. 6
Holiday hours will be from 0600- 0600 beginning at 0600 on the day of the holiday. If the shift
starts
on
the
holiday, then the entire shift counts as the holiday. (Example— July 4th
holiday will begin at 0600 on the 4th and end at 0600 on the 5th)
ARTICLE
6. 1
6— VACATIONS
All regular employees in the Sheriff s Office shall be granted forty- eight( 48) hours vacation credit upon the completion of six ( 6) months of continuous service.
Vacation leave is not
available to the employee until after having served six consecutive months of employment.
Collective
Bargaining Agreement 2026- 2028
7
Thereafter, vacation shall be earned and credited as described in the vacation schedule below. A re- employed or reinstated employee must also have six( 6) months of continuous
employment before being entitled to use vacation leave. 6. 2
Leave credits accumulated are canceled automatically on separation after periods of service of less than six( 6) continuous months.
6. 3
Employees earn a day of vacation leave for their first month of employment if they are placed on payroll on or before the 15th day of the month and actually work continuously
through the rest of that month. Terminating employees do not receive vacation leave credit for the month in which they terminate unless they actually work continuously through the
14th day of that month. 6. 4
Vacation time may accumulate to a maximum total of two hundred forty-eight( 248) hours. An employee who has accumulated a total of two hundred forty- eight ( 248) hours of
vacation, with or without prior notice by the Employer, shall not accrue or be credited with any additional vacation until the employee has reduced his/ her total accrual to less than two
hundred forty-eight( 248) hours by using some or all ofthe accrued vacation time. Vacation time that does not accrue or is not credited under the preceding sentence will not be restored or credited under any circumstances.
An employee who has accumulated, or is about to accumulate, two hundred forty- eight( 248) hours of vacation may submit a written request to the Employer for an extension of up to
ninety ( 90) days during which the employee may use some or all of the accrued vacation while continuing to accrue vacation above the limit of two hundred and forty- eight ( 248) hours.
The written request:
a.
Must be signed by the employee,
b.
Must request a definite time limit for using the excess accrued vacation, and
C.
Must include the employee's proposed time off schedule for the employer to use in determining any potential detriment.
The Employer may approve or deny such a request for an extension at its sole discretion, with the understanding that extensions generally will be denied only if the employee' s using the excess accrued leave at or around the time of the extension request could potentially be detrimental to the Employer. An employee is limited to one extension request every twelve 12)
If a subpoena to appear in court on duty for the employer prevents an employee from taking vacation scheduled in an approved extension plan, the extension plan months.
shall be revised and/ or further extended to reschedule the affected vacation days.
6. 5
All accumulated vacation leave shall be allowed when an employee leaves the employment of Cowlitz County for any reason, provided notice has been given. ( Note exception of Item 6. 2 above.)
Adequate notice is defined as a written notice submitted to the Sheriff at least
fourteen ( 14) days prior to termination of employment.
Collective
Bargaining Agreement 2026- 2028
In case of death, all accumulated
8
vacation
leave shall be paid to the estate of the employee.
All payments for the unused
vacation leave shall be based on the employee's hourly rate at the time of separation or death. Payment for accrued but unused vacation leave will be made at the time of payment of the
final payroll for the employee. 6. 6
After January 1 of each calendar year, employees may request vacation time for that year. Prior
to
April
1,
preference
classification and assignment.
in scheduling
vacations
shall be given by seniority by
Employees who request vacation time after April 1 shall be
scheduled on a first- come, first- served basis.
The Sheriff' s Office administration will allow up to two ( 2) employees on a patrol team off on
vacation
when
the
vacation
is scheduled prior to April 1 of each
calendar
year.
The
administration, in its sole discretion may allow more than two( 2) employees off on vacation. After April 1, the Sheriff' s Office administration will allow up to two ( 2) employees off
work on a patrol team at any given time, regardless of the number of employees assigned to the team. The administration, in its sole discretion may allow more than two( 2) employees
offwork. For the purposes of this article, employees shall be considered off work if they are absent from work for any reason, including, but not limited to, vacation, floating holidays,
compensatory time off,training, extraditions, sick leave, disability leave, bereavement leave, Family Medical Leave Act( FMLA), administrative leaves of absence, suspensions, leaves of
absence approved by the Sheriff and/ or the Civil Service Commission, and military leave. An employee on leave for more than fourteen ( 14) calendar days, with the exception of
vacation leave, shall not count as an employee off work after the 14th consecutive calendar day missed. An employee who is re- assigned temporarily to another patrol team for any reason will be considered as an employee off work from his/ her original team.
Once approved by the administration, scheduled vacation and floating holidays will not be cancelled absent an emergency. 6. 7
The provisions of this article are not applicable to persons regularly working less than twenty-one ( 21) hours per week, or to persons in temporary, intermittent, or occasional employment
status.
VACATION
SCHEDULE Hours of
Collective
Number of Years
Vacation
of Employment
Earned Per
Completed
Month
0
8. 0
1
8. 67
2
9. 33
3
10. 67
4
10. 67
5
11. 33
Bargaining Agreement 2026- 2028
9
6
11. 33
7
11. 33
8
11. 33
9
11. 33
10
12. 0
11
12. 67
12
13. 33
13
14. 0
14
14. 5
15
15. 0
16
15. 5
17
16. 0
18
16. 0
22 &
18. 0
over
It is understood that a vacation day is eight( 8) hours pay or leave, whichever is applicable. In one year the minimum accrual is 104 hours per year; maximum accrual is 216 hours. ARTICLE 7— SENIORITY
7. 1
"
Seniority" as used in this Agreement shall accrue from an employee' s seniority date which
shall be the first compensated working day from his most recent date of hire as a Deputy within
the Cowlitz
County
Sheriffs Office.
Within a classification
and/ or assignment,
seniority shall prevail in the preference of days off and holidays off and vacation bidding. 7. 2
In the event of a layoff, all extra and part-time employees shall be laid off prior to any employees being laid off. In the event it becomes necessary to layoff regular employees, such employees shall be laid off in reverse order of seniority by classification. That is, the regular employee within each class with the least seniority shall be laid off first.
regular
All regular employees who are laid off due to reduction in forces shall be called back to work
in reverse order of their layoff. Any dispute concerning seniority shall be taken up with the proper Guild officials who shall endeavor to reach a settlement. It is the responsibility of the
Guild to inform the Sheriff in writing of who the proper Guild official is. In the event a satisfactory settlement cannot be made, the matter shall become subject to the provisions of Article 13, Grievance Procedure.
Permanent employees laid off within a classification shall
be permitted to bump the least senior employee in any classification for which the senior employee has previously held permanent status. ARTICLE
8. 1
8 - SICK LEAVE
Sick leave is available for employees to care for their health and the health of their family members. Any discrimination or retaliation against an employee for exercise of sick leave rights is not allowed. Employees will not be disciplined for the use of sick leave as outlined in this section.
8. 2
Sick leave is granted at the rate of one( 1) working day for each completed month of service.
Collective
Bargaining Agreement 2026- 2028
10
A working day for sick leave accrual is eight( 8) hours. If an employee works more than 320
hours in a month, they will accrue one ( 1) additional hour of sick leave for every 40 hours worked thereafter in that month.
8. 3
There is no cap on the number of sick leave hours that may be accrued in a year. At the end
of the sick leave accrual year, unused sick leave balances of 1200 hours or less will carry over
to the
following
year.
Unused sick leave balances of more than 1200 hours will be
reduced to 1200 hours if unused
by the end of the sick leave accrual year.
A sick leave
accrual year is defined as January 1 to December 31. 8. 4
Sick leave begins to accrue at the start of employment and employees are eligible to use sick leave upon accrual.
Employees
will be
granted one (
1)
working day of sick leave for the first month of
employment if placed on the payroll on or before the 15th day of the month. If the employee starts after the 15th of the month the employee will accrue one ( 1) hour of sick leave for every
40 hours worked until
the
end of that month.
If the employee is separated from
employment ( voluntary or involuntary) prior to the 15th of the month, the employee will accrue 1 hour of sick leave for every 40 hours worked during the last month of employment.
If the employee is separated from employment ( voluntary or involuntary) after the 15th of the month, the employee will accrue one ( 1) working day of sick leave. 8. 5
Sick leave may be taken for any of the following reasons: A.
An employee' s mental or physical illness, injury, or health condition.
B.
Preventative
C.
Care of a family member with an illness, injury, health condition and/or preventative
care such as a medical, dental, or optical appointments
and/ or treatment
care such as medical/ dental/ optical appointment. D.
Closure of the employee' s place of business or child' s school/place of care by order of a public official for any health-related reasons.
E.
Quarantine as the result of exposure to contagious disease such as would jeopardize the health of fellow workers or the public as determined by the Public Health Officer or Physician. F.
If the employee or the employee' s family member is a victim of domestic violence,
sexual assault, or stalking as defined by the domestic violence leave act, RCW 49.76 A family member is defined in RCW 49.76 and includes children or parents ( including biological,
adopted, foster, step,
or
legal guardian), spouses, registered
domestic
partners, spouse' s parents, grandparents, grandchildren and/ or siblings.
8. 6
Payment for sick leave will be made only when approved by the appointing power. Only working days are charged and at the rate of one hour of leave for each one hour of absence.
Sick leave hours will be compensated at an employee' s regular rate of pay.
Collective
Bargaining Agreement 2026- 2028
11
8. 7
At the employee' s option, vacation leave may be used as sick leave, but sick leave may not be used as vacation leave.
8. 8
An employee receiving Washington State industrial insurance time- loss payments or the employer' s self- insured equivalent may use vacation leave or sick leave during the period
covered provided the combined compensation shall not exceed the employee' s base rate of pay.
8. 9
For absences exceeding three consecutive days, an employer may require verification that an employee'
s
use
of sick leave
is for
an
authorized
purpose.
If an employer
requires
verification, verification may be provided to the employer within a reasonable time period
during or after the leave. An employer' s requirements for verification may not result in an unreasonable burden or expense on the employee and may not exceed privacy or verification
requirements otherwise established by law. 8. 10
An employee separated from County service due to death, retirement, or termination short of retirement age shall be compensated for accrued and unused sick leave at the following rate: twenty percent ( 20%) up through ten ( 10) years; forty percent ( 40%) eleven ( 11) years through nineteen( 19) years; sixty percent( 60%) twenty( 20) years and over.
8. 11
If an employee leaves employment and is rehired within 12 months of separation, any
accrued, unused sick leave that was not paid out at separation will be reinstated to the employee' s sick leave balance and will be available for use.
8. 12
Leave
Sharing --
Recipient
request and approval.
An employee may request to receive
donated sick leave or vacation. Such request must be made in writing to the appointing authority of the receiving employee. If the appointing authority finds that the receiving employee meets the eligibility requirements described in this policy such appointing authority may approve the receiving employee' s request and forward to the Auditor' s office for implementation and send a copy to Human Resources. Donor request and approval
An employee may request to donate sick leave or vacation leave to another County employee who has been authorized to receive such sick leave or vacation. Such request to donate sick
leave or vacation leave shall be made in writing by the donor employee to his/ her appointing
authority. If the donor employee's request meets the conditions described in this policy such request may be approved by the donor employee's appointing authority and forwarded to the Auditor' s office to be matched with the approved recipient' s request and implemented.
Acknowledgement that transfer is a gift The donor employee and the receiving employee shall file with the Auditor ( copies to Human Resources for permanent record in their medical file) their personal declaration that such sick leave/vacation transfer is intended to be a gift and has been or will be accomplished for no, or without the exchange of any, compensation or consideration whatever.
Collective
Bargaining Agreement 2026- 2028
12
Request forms
The Department of Human Resources shall prescribe forms to be used by County employees for the purpose of requesting to receive or donating sick leave/ vacation. Sick leaveNacation - Receipt and Donor value
All sick leave/vacation being donated shall be donated on an hourly basis regardless of the donor' s rate of pay and the recipient shall use it on an hourly basis regardless of the
recipient' s base rate ofpay i.e., the donor donates it at his rate ofpay and the recipient uses it at his rate of pay. Use of donated sick leave/ vacation
A recipient may use donated sick leave/ vacation for: Personal Illness or injury. Illness or
injury of the recipient's child, spouse or parent requiring the presence of the recipient. A recipient may only use donated sick leave/ vacation to cover absences caused by the above and in no event shall donated sick leave/vacation be compensatory at time of termination. Eligible
recipient
An employee may receive sick leave/ vacation from another County employee under the following conditions: A.
The employee is employed by Cowlitz County. Probationary employees are eligible to receive donated sick leave/ vacation from another employee.
B.
The employee has exhausted
all of his/ her accrued sick leave and vacation.
C.
The employee is not receiving or eligible to receive Workers Compensation or other
disability income. D.
The employee, the employee' s child, the employee's spouse, or the employee's parent is suffering from an illness, injury, impairment, or mental or physical condition and such condition has caused or is likely to cause the employee to go on leave without pay or to leave County employment.
E.
The appointing authority has received satisfactory evidence from a qualified medical authority that the physical or mental condition exists.
Status of recipient of donated sick leave/ vacation
The status of a recipient of donated sick leave or vacation shall be the same as if he/ she were
using his/her own sick leave/ vacation. Eligible Donor
An employee may donate sick leave/vacation to an eligible recipient under the following conditions: A donor employee with at least 6 months of consecutive Cowlitz County employment may donate any amount of accrued and unused vacation leave; provided any deferred vacation leave cannot be donated.
Collective
Bargaining Agreement 2026- 2028
13
A donor employee may donate a minimum of 8 accrued and unused sick leave hours up to a
maximum of any amount ofhours provided the donation does not exceed fifty percent of the donor' s accrued and unused balance.
A donor employee may not donate sick leave or vacation hours that the donor would not be
able to take due to a separation from County employment. 8. 13
Beginning January 1, 2020 the State of Washington thru the Employment Security Department will collect a premium based on a percentage of gross wages for each employee of this bargaining group. The percentage on January 1, 2019 is 0. 4% ( four tenths of a percent) of gross wages paid and can be adjusted annually after 2020 by the Employment Security Department according to the rules set by the statute. Cowlitz County will pay 37% ( thirty- seven percent) of the premium and the employee will pay 63% ( sixty-three percent) of the premium which will be deducted from the employee each pay period. Beginning January 1, 2020 eligible employees can apply for leave for qualified family and medical events. Eligibility and benefits are defined by the applicable RCWs and WACs.
When a qualifying event is covered by both Paid Family and Medical Leave and FMLA Washington State FMLA and/ or Federal FMLA), the leave
available in both programs is
taken concurrently.
ARTICLE 9- ABSENCE WITHOUT PAY—FOR REASONS OTHER THAN DISABILITY OF THE EMPLOYEE.
Leave of absence without pay may be granted at the discretion of the employer. Request for leave of absence without pay must be submitted in writing and approved by the employer in advance of the effective date.
An employee on leave of absence without pay shall not be eligible for accrual of sick leave,
vacation, holiday pay or seniority. The seniority date shall be moved forward in the amount equal to the duration of the leave.
On return from leave of absence, an employee shall be
eligible for the first available position within the employee's classification for which the employee
is qualified.
Returning employees shall have no right to displace an employee
who has attained seniority. While on such leave of absence without pay, an employee shall not be eligible for employer payment of medical insurance. An employee failing to return to work upon expiration of the leave of absence may be terminated from employment with the employer.
Collective
Bargaining Agreement 2026- 2028
14
The provisions of this article shall apply to involuntary absences without pay. If an employee is on workers'
compensation, the employee shall continue to accrue sick
leave, vacation leave, holiday pay and seniority without a reduction or proration of accruals under the CBA.
New Hire Exception—
The employer may approve unpaid vacation leave prior to hire which
would not affect the leave benefit accruals, seniority, or employer share of health premiums.
ARTICLE
10. 1
10 - UNIFORMS AND EQUIPMENT
For any newly hired commissioned deputy, the County shall furnish complete uniforms and
equipment as listed on Appendix B, of this agreement. During such employee' s first year of employment, they shall be entitled to receive a prorated portion of the annual$ 1, 000 clothing
allowance for the remainder of that calendar year. 10. 2
In the event a probationary employee is not retained beyond the probationary period, all uniforms and equipment shall be returned to the Sheriff.
10. 3
The unscheduled change of duty assignment of a deputy that may occur after January 1 st, in which the deputy' s uniform allowance has already been distributed as follows. The change in duty assignment is limited to those individuals moving between a uniformed and plainand
If the deputy' s duty assignment changes between January 1st and November 1st, without prior notice, the deputy will be compensated up to 300 in reimbursable clothing and equipment expenses. Deputies on a scheduled rotation are clothes
assignment,
vice
versa.
considered to have prior notice.
An unscheduled change in duty assignment means: A.
Notice
of the
B.
The duration of the duty assignment is stated to be more than 90 days.
assignment
not
known prior
to
January assignment change was made before November 1" of that same year. change
was
I",
and the
Deputies moving from an exempt position, not subject to a clothing allowance, to a non
exempt position will receive a reimbursable clothing allowance at a pro- rated monthly amount based upon the contracts monetary terms. This pro- rated amount will be calculated
beginning with the first month after the transfer through December. In no event shall a deputy receive
an
additional clothing&
equipment allowance more than
once in a calendar year. No additional
clothing &
request for an unscheduled
Collective
equipment allowance shall be granted if the deputy initiates the assignment change.
Bargaining Agreement 2026- 2028
15
10. 4
On or about January 10, employees of this agreement shall receive an annual uniform and equipment
allowance
check of one thousand dollars($
1, 000) The purpose of this allowance
is to purchase replacement items and maintain such items. The Sheriff shall create and
maintain a list of required uniforms and equipment. It will be each member' s responsibility to be appropriately dressed in neat and well maintained attire as prescribed by the sheriff.
This section does not apply to employees on their 1" year of employment( see section 10. 1). 10. 5
Uniform and equipment items listed in Appendix B, damaged in the line of duty outside of reasonable wear and tear, will be replaced by the County at no expense to the employee. For
members assigned to detectives this shall also include their plain clothes attire. 10. 6
Employees agree to maintain all clothing, uniforms and equipment in good condition and not subject such items to abuse.
10. 7
Up to Threat Level IIIA ballistic vest with one( 1) external carrier and one( 1) internal cover
shall be issued and replaced on an " as needed" basis when approved by the Sheriff if less than every five years. Cowlitz County will pay up to a cost of two( 2) thousand, one hundred dollars($ 2, 100. 00) per ballistic vest, carrier and cover. Such issue and/ or replacement shall not be at employee expense. Deputies will provide proof of purchase of vest panels and will
have the option to purchase additional ballistic armor, vest covers, or carriers if the total amount does not exceed two ( 2) thousand, vest related purchases
one
hundred dollars ($ 2, 100. 00).
in excess of two( 2) thousand
one
Any ballistic
hundred dollars($ 2, 100. 00) shall be
at the employee' s personal expense. 10. 8
In the event of a dispute concerned with methods, problems, place of purchase, or items of
purchase, a committee composed of two members appointed by the Guild and two members appointed by the Employer shall meet and confer and make appropriate recommendations to the Sheriff.
10. 9
At time of separation
from the Sheriffs Office the employee
shall return to the Sheriff, all
identifying uniforms and equipment except footwear purchased in the last 18 months prior to separation, pursuant to the terms of this article. ARTICLE
11. 1
11 — EQUIPMENT
Employees shall not be required to operate unsafe or mechanically unsound equipment.
ARTICLE
12 - DISCHARGE
OR SUSPENSION
No employee shall be disciplined or discharged except for just cause. The Sheriff or his designee shall notify the employee and the Guild of his intent to discipline an employee. Provided that
employees during their initial probationary period shall not be covered by this article.
Collective
Bargaining Agreement 2026- 2028
16
ARTICLE
13. 1
13 - GRIEVANCE PROCEDURE
Any dispute that might arise over the application or interpretation of any article of this
agreement shall be handled as follows. Any grievable action or potentially grievable action shall be preceded by a good faith effort on the part of the Guild and the Sheriff to establish the basic facts of the event, and the Parties shall meet within fourteen ( 14) calendar days
after knowledge of the event giving rise to the grievable action to attempt a settlement prior
to the formal filing of a grievance. 13. 2
If the Parties are unable to resolve the matter informally per Article 13. 1, then the dispute must be stated in writing and shall include the following information: 1.
Statement of grievance and relevant facts. Specific provisions of this contract alleged to have been violated. Remedy sought.
2.
3.
STEP 1
The dispute in the above form then shall be taken up between the Sheriff or the designated
representative
of the Sheriff, the employee
and the Guild
representative within seven( 7) calendar days after the close of the informal dispute seven
process called for in Article 13. 1.
The parties then have from the date the written grievance was received by the
resolution
days,
Administration,
in which
to
attempt
settlement
of the
dispute.
If no
agreement is reached the employee and Guild representative may proceed to
step 2. The employee and Guild representative have seven( 7) calendar days, from the date of the step 1 impasse, to present written notice to the Cowlitz
County Commissioners and the Director of Human Resources of their intent to proceed to step 2. STEP 2
STEP 3
Ifthe grievance is not resolved at Step 1, and unless the County and the Guild agree otherwise, within 14 days of the notice of the intent to proceed, the Guild shall schedule a meeting with the Board of County Commissioners; the meeting to be held within 28 days of the notice of the intent to proceed. The Board shall respond in writing within fourteen ( 14) calendar days from the date of the meeting. The guild has seven calendar days, from the date of the step 2 written response, to present written notice to the Cowlitz County Civil Service Commission
or PERC for arbitration.
A. Non- Disciplinary
Grievances:
The employee and Guild representative
will submit the dispute to either the Cowlitz County Civil Service Commission or an arbitrator selected from PERC at the preference of the employee.
B. Disciplinary Grievances: The parties will comply with RCW 41. 58. 070 when processing disciplinary grievances. Disciplinary grievances are defined as a dispute or disagreement regarding any disciplinary action, discharge, or termination decision arising under this collective bargaining agreement.
Collective
Bargaining Agreement 2026- 2028
17
Any or all time lines may be waived by mutual consent of the parties. 13. 3
The Civil Service Commission or arbitrator in rendering its decision shall have no authority to render any decision that will add to, subtract from, or alter, change or modify the express terms of this agreement.
The power of the Commission or arbitrator shall be limited to
interpretation or application of the express terms of this agreement, and all other matters,
including negotiating, shall be excluded. The decision of the Commission or arbitrator shall be made in writing within thirty ( 30) calendar days after the conclusion of testimony and
arguments. The decision of the Commission or arbitrator shall be final and binding on both parties. Each party shall bear the cost of presenting its own case. Any and all time limits
specified above may be waived by mutual consent of the parties involved. Grievances not processed within the time limits set forth above shall be deemed waived and null and void. 13. 4
At the time the grievant submits the matter to the Civil Service Commission or arbitrator he
shall have elected his remedy and waives his right to seek resolution by other legal remedies. ARTICLE
14. 1
14 - HEALTH AND WELFARE
Effective January 1, 2026 the County' s contribution shall be up to a maximum of two thousand five hundred thirty eight dollars and fifty three cents ($ 2, 538. 53).
Any amount in
excess of the sum computed under this section shall be paid by the employee through payroll deduction.
Effective January 1, 2026 the County shall continue to pay up to the sum of the amount computed for the year 2025 plus ninety- five percent( 95%)
of any premium increase that has
been or will be made effective for coverage in 2026 under the" Plan Q" historically offered by the County toward the cost of the monthly premium for eligible employees for medical, dental
and life insurance. Any amount in excess ofthe sum computed under this section shall be paid by the employee through payroll deduction. This calculation will continue to be in effect for the
subsequent years of this agreement. Effective January 1, 2026, The County will change from WCIF Premera to Regence provider. Under the Regence provider, employees may select from the Regence 500 or Regence 750 plan.
Additionally, employees shall continue to select Kaiser HMO, Kaiser 250 or Kaiser 500 plans. The rates listed below are 2026 composite rates, and the County agrees to continue offering all
health, medical, dental and vision plans based on composite rates:
Collective
Bargaining Agreement 2026- 2028
18
2026INSURANCE Sheriff Deputies&
OPTIONS
Sergeants
1 X Annual
Medical Dental PLAN
Medical
Dental
Vision With$
Employee
Insurance
Coat
Cost.
Towards Medical
Regence
Dental
2, 422. 95
8. 37
10027
694
2, 538. 53 $
2, 538. 53
S
Regence
Dental
3, 463. 66
8. 37
10027
694
3, 57924 $
2, 538. 53
S
Deductible
Regence
Dental
2, 790. 90
8. 37
10027
694
2, 90648 $
2, 538. 53
S
Deductible
Regence
Dental
2, 447. 96
8. 37
10027
694
2, 563. 54 $
2, 538. 53 $
500
Regence
Dental
2, 405. 58
8. 37
10027
694
2, 521. 16 $
2, 521. 16 $
2, 405. 58
750
Regence
Dental
2, 261. 34
8. 37
10027
694
2, 37692 $
2, 37692 $
2, 261. 3.4
A
VEBA
B
Kaiser
O
Kaiser$
250
Q
Kaiser$
500
E
Regence
F
Rego
Traditional
HMO
Pays
additional$
8. 28 for Kaiser
2, 422. 95
1, 040. 71 $
Dental$
25. 01 $
108. 55
agreement.
14. 3
Employee/ Insurer Disputes.
14. 4
Reopener: The Guild retains the right to re- open this Article during the contract term to address and negotiate coverage changes that were not anticipated, nor known to the County or the Guild during the time the decision was made to move from WCIF Premera to Regence. If the Guild decides to re- open Article 14, it will provide notice to the County in
The Guild and/or the employee will indemnify and hold the County harmless from any and all claims made against, any and all suits instituted, against any insurance carrier regarding any disagreement with said carrier relating to claims and/or coverage. Any and all disputes or disagreements and/or claims regarding insurance claims and/or coverage are not grievable by the Guild and/or the employee.
writing and the parties will meet to negotiate the impacts of the change to Regence from WCIF Premera.
15. 1
15 - BEREAVEMENT
LEAVE
Upon the death of an" immediate family" member, employees will be allowed up to three( 3) days off with pay to grieve, assist in making arrangements
and attend the services.
Immediate
family" means spouse, parent, grandparent, brother, sister, in-laws, child including adopted children), grandchild, aunt, uncle, niece or nephew, or any other person related by blood or marriage regularly residing in the employee' s household at the time of death. Employees who require additional time off may request the appropriate leave. ARTICLE
16. 1
16— RETIREMENT
The present retirement plan for all employees shall be in effect for the duration of this agreement.
Collective
Bargaining Agreement 2026- 2028
2, 422. 95
367. 951 S 2, 422. 95
Insurance coverage for new employees, shall be made effective on the first day of the calendar month following their first day of employment under this collective bargaining
ARTICLE
Paid
Cost
cost
Employer
14. 2
Employer Total
Cost
mrSzn
Employer
Life
Cost
Rx
nce
Guild
19
2, 422. 95
ARTICLE
17. 1
17— SALARIES
All employees shall be paid in accordance with the salary schedule on Appendix A of this
contract. No employee' s rate of pay shall exceed the maximum exhibited in the schedule on Appendix A of this contract for the classification to which the employee is assigned.
17. 2
Entry and Lateral Employees. New deputies, who are not lateral entry deputies, shall start at step one, on the deputy pay
scale, and shall advance to the next higher step on the first day of the month closest to their anniversary date. Lateral Entry Deputies: office
starts
seniority
Qualified lateral entry applicants with their first
may be hired providing; (
day of employment; (
1) their
2) lateral entry deputies shall
receive credit for placement in the pay scale on a year to year basis for each year of consecutive full time service as a law enforcement officer.
Lateral Entry Employees shall advance to the next higher step on the first day of the month closest to their anniversary date. A lateral entry employees' placement within the Longevity
Pay Scale ofAppendix` A' and Vacation Schedule ofArticle 6. 7 shall reflect and be equal to the number of years of fulltime law enforcement employment ( excludes reserve and
volunteer time) verified by the Sheriff. Effective 1/ l/ 26, all current employees who were previously hired with prior fulltime law enforcement employment ( excluding reserve and volunteer
time),
shall have their Longevity and Vacation accrual placements adjusted to
reflect that prior law enforcement service. ( Bargaining note: This change is prospective and not retroactive
beyond 1/ l/ 26).
17. 3
Out- of-Class Pay. In the event any employee is temporarily assigned to a sergeant' s position, they shall be compensated for the sergeant' s rate of pay.
17. 4
Additional Specialty Assignment Incentive Premiums Employees assigned to one ( 1) or more of the special duty assignments listed below in category
A shall
receive
premium
pay of two ( 2%)
percent.
Category A assignments are
full-time assignments and incentive pay will be paid as a percentage of base pay full-time. Employees assigned to the special duty assignments in Category B, shall receive 6% additional premium pay for time spent while performing the duty. Category A.
Category B.
K- 9 Officer
Full- time pay incentive while assigned)
Detective
Full-time pay incentive while assigned)
FTO ( certified,
non-
Instructors
SWAT Assignments
Collective
Bargaining Agreement 2026- 2028
certified and/ or Coordinator)
(
While performing) While performing) While performing)
20
The number of employees on each specialty team is in the Sheriff' s or designee' s discretion and may be changed by the Sheriff or designee at any time. 17. 5
Educational Incentives -
Effective January 1, 2026
AA or AS Degree -
2%
of the applicable base monthly salary in Appendix A
BA or BS Degree— 4%
of the applicable base monthly salary in Appendix A
These premiums may not be added together or pyramided.
The AA, AS, BA or BS degree
must be from an accredited educational institution recognized by the U.S. Department of Education. Eligible employees must submit degree verification before becoming eligible to
receive the premium. Degree verification is accomplished by the employee causing delivery of a sealed, official school transcript to the Sheriff or his designee.
ARTICLE 18 - BILL OF RIGHTS
All employees within the bargaining unit shall be entitled to the protections of what shall hereinafter be termed the" Deputy Sheriff s Bill of Rights", which shall be part ofthe current agreement between the Cowlitz County Sheriffs Office and the Cowlitz County Deputies Guild The wide ranging powers and duties given to the office and its members involve them in all manner
of contacts and relationships with the public. And from these contacts questions may arise concerning the actions, or inactions, of members of the Sheriffs Office. The questions often require
immediate investigation by superior officers designated by the Sheriff. In an effort to insure that these investigations are conducted in a manner that is conducive to good order and discipline, the following principles are promulgated: A.
B.
Every regular employee who becomes the subject of an Administrative Internal Investigation shall be advised in writing of1.
The general nature of the complaint against them.
2.
The Sheriffs designee who will be conducting the investigation.
3.
That the results ofthe investigation may lead to disciplinary action, up to and including termination.
The employee shall also be advised whether they are a witness or a suspect before any interrogation commences, including the names of the complainants, and any other necessary information to reasonably apprise them of the allegations of such complaint.
C.
Collective
Any interrogation of an employee shall be at a reasonable hour preferably when the employee is on duty unless the exigencies of the investigation dictate otherwise.
Bargaining Agreement 2026- 2028
21
When practicable, the interrogation shall be scheduled for the daytime. The interrogation( which shall not violate the employee' s constitutional rights) shall
D.
take place at the Sheriffs office, except when impractical. The employee shall be afforded an opportunity and facilities to contact and consult privately with an
attorney of his/her own choosing or with anyone else whom he/ she wishes to confer before
being
representative
interrogated. of the
An attorney
Cowlitz
Deputies'
of his/ her own choosing
and/ or a
Guild may be present during the
interrogation, but may not participate in the interrogation except to counsel the employee.
E.
The questioning shall not be overly long and the employee shall be entitled to such intermissions as he/ she shall request for personal necessities, meals, telephone calls, and rest periods.
F.
The employee shall not be subjected to any offensive language, nor shall they be threatened with dismissal, transfer, or other disciplinary action as a guise to attempt
to obtain his/ her resignation; nor shall they be intimidated in any other manner. No promises or rewards shall be made or offered as an inducement to answer questions. G.
No employee shall be required to unwillingly submit to a polygraph test or to unwillingly answer questions which he/ she might otherwise invoke the protections of any constitutional right against self incrimination; nor to answer questions for which
he/ she might otherwise invoke the protection of any constitutional right against self incrimination. The employee shall be accorded the same protection as any other citizen.
H.
Any employee can waive, in writing, Guild representation.
ARTICLE
19— PAYROLL DATES
The Guild recognizes that the County has the authority to make one change of payroll dates during the term of this agreement so long as the change is made to standardize payroll dates for all employees.
Collective
Bargaining Agreement 2026- 2028
22
ARTICLE 20 - DURATION OF AGREEMENT
This agreement shall be in full force and effect from January 1, 2026, to and including December 31, 2028.
SIGNED this
DEPUTY
day of
SHERIFFS GUILD
2026.
BOARD OF COUNTY COMMISSIONERS, COWLITZ COUNTY, WASHINGTON
Kim Beedle,
President
Riley McNeal, Vice President
Richard R. Dahl, Chairman
Steve Rader, Commissioner
Steven L. Ferrell, Commissioner
ATTEST:
COWLITZ COUNTY SHERIFF
Kelly Grayson
Bradley W. Thurman, Sheriff
Clerk of the Board
Collective
Bargaining Agreement 2026- 2028
23
APPENDIX A
SALARY SCHEDULE DEPUTY SHERIFFS GUILD
Effective, and retroactive to January 1, 2026 and thereafter, the Sheriff Sergeant' s pay scale shall be established
at eighteen
percent ( 18%)
above base pay of the top step Sheriff Deputy.
Bargaining Note: This will also resolve pending Demand to Bargain over Animal Control and Behavioral Health).
The steps outlined in Appendix A are defined as following in terms of years completed as a deputy." Step 1
Step 2
Step 3
Step 4
Step 5
0 years
1 year
2 years
3 years
4 years
Step 6 5 years
Sheriff Deputies/ Sergeants: Deputies schedule consists of 6 steps, maintaining a minimum of 3. 5% difference between each step. ( Table then to be conformed to reflect the agreement of the parties on wage increases). Sergeant pay will be reflected as a separate step 1. Effective 1/ 1/ 2026
Effective, and retroactive to January 1, 2026, all classifications listed in Appendix A will be increased 5%.
Deputies:
Step 1
Step 2
Step 3
Step 4
Step 5
Step 6
82. 5%
86. 0%
89. 5%
93. 0%
96. 5%
100. 0%
7206
7511
7817
8123
8428
8734
Sergeants:
Step 1 10306
18%
above base pay of the top step Sheriff Deputy)
Effective 1/ 1/ 2027
Effective January 1, 2027, all classifications listed in Appendix A will be increased 4%. Deputies:
Step 1
Step 2
Step 3
Step 4
Step 5
Step 6
82. 5%
86. 0%
89. 5%
93. 0%
96. 5%
100. 0%
7493
7811
8129
8447
8765
9083
Sergeants:
Step 1 10718
Collective
18%
above base pay of the top step Sheriff Deputy)
Bargaining Agreement 2026- 2028
24
Effective 1/ 1/ 2028
Effective January 1, 2028, all classifications listed in Appendix A will be increased 4%. Deputies:
Step 1
Step 2
Step 3
Step 4
Step 5
Step 6
82. 5%
86. 0%
89. 5%
93. 0%
96.5%
100. 0%
7793
8124
8454
8785
9115
9446
Sergeants:
Step 1 11146
18%
above base pay of the top step SheriffDeputy)
LONGEVITY
PAY
Bargaining unit members who have completed 120 months employment in the Cowlitz County Sheriff' s Office will receive each month, in addition to all other compensation that they receive from the County,
longevity pay in an amount equal to 2. 0% percent of their monthly base wage.
Bargaining unit members who have completed 180 months employment in the Cowlitz County Sheriff' s Office will receive each month, in addition to all other compensation that they receive from the County, longevity pay in an amount equal to 3. 0% percent of their monthly base wage. Bargaining unit members who have completed 240 months employment in the Cowlitz County
Sheriff' s Office will receive each month, in addition to all other compensation that they receive from the County,
longevity pay in an amount equal to 4. 0% percent of their monthly base wage.
All of a bargaining unit member' s service time within the Cowlitz County Sheriff' s Office will
be counted when the amount of longevity pay that the member is entitled to receive is being determined. Any Cowlitz County employee that is hired by the Sheriff' s Office without a break
in County employment service time, will have their County service time counted when the amount of longevity pay that the member note:
This
change
is prospective
is entitled to receive is being determined. ( Bargaining
and not retroactive beyond 1/ l/ 26).
In addition, if a bargaining
unit member has had a break in service with the Cowlitz County Sheriff' s Office, time spent in the Sheriff' s Office before the break in service will also be counted when the amount of
longevity pay that the member is entitled to receive is being determined( this provision is intended to include all time spent as a Sheriff' s Deputy or Sergeant). In addition, lateral hires, new and current) shall receive credit for years of service when calculating the longevity pay they receive.
Collective
Bargaining Agreement 2026- 2028
25
APPENDIX B UNIFORM AND EQUIPMENT LIST INITIAL
LIST
3 pair of approved uniform pants ( wash and wear) includes 1 class A pants 2 or 3 approved
long sleeve shirts ( wash and wear) includes
2 or 3 approved
short
sleeve
shirts (
1
class
A shirt -
See options below.
wash and wear)— See options below.
1 DI hat and rain cover
1 or 2 agency approved Jumpsuit See options below.
1 OC spray holder 1 key holder 1 uniform holster
1 concealment or pack holster 1 baton ring or impact weapon carrier( basketweave)* 1 bullet proof vest— with two covers— one ( 1) external cover and one ( 1)
internal cover
1 shirt badge 1 flat badge 1 I.D. case 4 belt Keepers
1 folding knife and case 1 clipboard 1 raincoat
or
jacket with shoulder patches -
lined or unlined
2 single or 1 double handcuff case* 2 magazines and magazine case* 1 tie tack 1 approved
uniform
coat with
2 or 3 approved uniform
ties—
patches— Weather resistant See options below.
shoulder
1 black watch cap with Sheriff on it 2 approved ball caps/ weather resistant, wool, or cotton with Sheriff on it. 4 cloth badges 1 hat badge
2 metal name plates 1 pair black shoes or boots 1 dress belt
1 flashlight ring or holder* 1 baton or approved impact weapon*
2 pair handcuffs
1 gun belt 1 pair black uniform gloves 1 radio holster nylon or basket weave 1"
stinger"
style flashlight( small rechargeable)
with holder*
1 patrol bag 1 duty handgun stipend*** Deputies may choose nylon or basket weave where basket weave is designated but may not mix basket weave and nylon items.
At no cost to the deputy, newly assigned K-9 handlers will receive( 3) three approved jumpsuits
Collective
Bargaining Agreement 2026- 2028
26
which shall include shoulder patches, cloth name tag, and cloth badge patch sewn on with no cost to
deputy.
Each new hire will receive$ 700 to purchase a duty handgun one time only from an approved list after
they complete
their
initial probationary
period. Rehires or new hires who have previously
received this allowance from Cowlitz County are not eligible. Employees will pick one of the following two options: Option 1 —
All shirts and Jumpsuit include shoulder patches and if requested, cloth badge, and cloth
name tapes
3 approved long sleeve shirts includes 1 class A shirt 3 approved short sleeve shirts 2 ties 1 approved Jumpsuit
2 Pre- academy Charcoal grey polo 1 short sleeve
1 long sleeve 1 set of shirt stays
Option 2— All shirts and j umpsuit include shoulder patches and if requested, cloth badge, and cloth name tapes
2 approved long sleeve shirts includes 1 class A shirt 2 approved short sleeve shirts 2 ties 2 approved Jumpsuit
2 Pre- academy Charcoal grey polo 1 short sleeve
1 long sleeve 1 set of shirt stays
Collective
Bargaining Agreement 2026- 2028
27
APPENDIX C
FAMILY
LEAVE
Family Leave - An employee is entitled to twelve ( 12) work weeks of family leave during
any twenty four( 24) month period to: A) Care for a newborn child or adopted child of the employee who is under the age of six( 6) at the time of placement for adoption or B) To care
for a child of the employee under eighteen ( 18) years of age who has a terminal health condition. Leave under A shall be completed within twelve ( 12) months after the birth or
placement for adoption as applicable. Leave under B applies once for any given child. If both parents of a child are employed by Cowlitz County they shall together be entitled to a
total of twelve ( 12) workweeks of family leave during any twenty four( 24) month period, and leave shall be granted to only one ( 1) parent at a time. Family leave shall be unpaid leave and benefits shall be handled as described in Section 2 of this article.
An employee planning to take family leave shall provide their Elected Official and Human Resources with written notice at least thirty( 30) days in advance of the anticipated date of
delivery or placement for adoption, stating the dates during which the employee intends to take family leave. The employee shall adhere to these dates unless: A.
The birth is premature.
B.
The mother is incapacitated due to birth such that she is unable to care for the child.
C.
The employee takes physical custody of the newly adopted child at an unanticipated time and is unable to give thirty (30) day's notice in advance.
In the event that a, b or c occurs the employee agrees to notify the employer as soon as possible to reestablish the dates of the leave. Federal Family and Medical Leave. A.
An employee is eligible for Federal Family and Medical Leave if he/ she has worked for the County at least twelve ( 12) months and has worked at least twelve hundred fifty ( 1250) hours in the twelve ( 12) month period before the FMLA leave is to begin.
B.
Allowable reasons for FMLA leave are: birth and care of the employees
newborn
child within twelve ( 12) months after the date of the child's birth; placement of a child( under eighteen( 18) years of age or over eighteen( 18) years of age if they are incapable of self care due to a physical or mental disability) with the employee for adoption or foster care within twelve( 12) months after the date ofplacement; to care for the employee' s spouse, child or parent with a serious health condition; when the
Collective
Bargaining Agreement 2026- 2028
28
employees own serious health condition prevents him/ her from performing his/ her
job. C.
A serious health condition is defined as: any physical or mental condition that involves a) in patient care; b) incapacity for more than three ( 3) calendar days that
involves continuing treatment by a health care provider; c) continuing treatment by a health care provider for a long term incurable condition which if not treated, would
likely result in a period of incapacity for more than three ( 3) days or for prenatal care. A health care provider is defined as a: doctor of medicine or osteopathy;
podiatrist; dentist; clinical psychologist; optometrist; nurse practitioner; nurse midwife; or Christian Science practitioner. D.
Employees may take up to twelve( 12) work weeks of unpaid( paid if on accrued sick
leave) FMLA leave in a twelve( 12) month period measured forward from when the employee' s first FMLA leave began. An employee' s FMLA leave entitlement will
run concurrent with the Family Leave entitlement under State law as described in Section 1. If an Employee and employee' s spouse both work for the County they are entitled to a combined total of twelve( 12) work weeks of FMLA leave for the birth
or placement of a child or to care for a parent or a child with a serious health condition.
F.
Employees who know in advance that they will need to use FMLA leave shall obtain, complete and return a Request for Leave Form to Human Resources thirty ( 30) calendar
days before the leave is to commence.
When the need is not foreseeable
thirty ( 30) calendar days before it is to commence the employee will give the
employer notice of his/ her intent to take FMLA leave as soon as practicable after the employee learns of the need for the leave. In case of an emergency, the employee or
a responsible person must call the Human Resources Department to make the and must fill out a Request For Leave Form as soon as possible. Any request for an extension of FMLA leave must be made by the employee before the request,
initial leave expires.
G.
Employees who request FMLA leave because of their own serious health condition
or the serious health condition of their spouse, parent, or child must obtain a certification that the serious health condition exists from a health care provider. Forms can be obtained from Human Resources. The certification must be returned no later
than
fifteen ( 15)
days after the County requests certification. The County
reserves the right to request a second opinion from a health care provider of their
choice at County expense. If there is disagreement between the employee' s health care provider and the County's health care provider, the employee and the County shall choose a third health care provider( at County's expense) whose opinion shall be binding on both the County and the employee. Failure by the employee to cooperate in the selection of a third health care provider shall result in the second health care provider's opinion to be final and binding.
Collective
Bargaining Agreement 2026- 2028
29
A fitness for duty report is required from an employee' s health care provider before
they may return to work from leave for their own serious health condition. Fitness for Duty Report Forms are available in Human Resources. Employees are entitled to intermittent or reduced schedule leave for their own serious
H.
health condition or the serious health condition of their child, spouse or parent if a health care provider certifies that the intermittent or reduced schedule is medically
necessary. The provisions for second and third health care provider opinions are the same as stated in subsection
F above. The County may temporarily
transfer
employees on intermittent or reduced schedule leave to another job without reducing pay or benefits. I.
If an employee has accrued sick leave they must use that sick leave concurrent with FMLA leave.
J.
The County will continue to pay their share of the health insurance premiums for the duration of the FMLA leave if the employee is enrolled in the County' s plan
immediately prior to the FMLA leave. The employee is required to pay their share of the premium. If an employee does not return to work from FMLA leave he/ she must
reimburse the County for the payments made during the leave. K.
Employees on vacation or sick leave during FMLA leave will continue to accrue vacation, sick leave and holidays if they occur during the leave and they will
continue to accrue seniority. If the leave is unpaid the employee will not accrue vacation, sick leave or holidays that occur during the leave nor will they accrue
seniority. Bonus days will continue to accrue if the leave is for disability reasons and anniversary date for vacation accrual will not be affected. Bonus days will not
continue if the leave is for non disability reasons and the anniversary date will be moved forward equal to the duration of the leave.
L.
If an employee accepts other employment or becomes self employed during the leave the leave will be canceled.
M.
Employees returning from leave shall be reinstated to their former job or a job with equal pay and benefits and working conditions, provided an employee shall have no greater right to a job when they return than if they had continued working during the leave period.
Collective
Bargaining Agreement 2026- 2028
30
APPENDIX D
K-9 MAINTENANCE
AGREEMENT
THIS AGREEMENT is entered into by the following parties: (
a) Cowlitz County, ( b)
Sheriff Bradley W. Thurman, and( c) a deputy sheriff in the Cowlitz County Sheriff' s Office. The deputy has volunteered to serve as a dog handler as part of his duties as deputy sheriff. The
dog is housed at the deputy' s home, and the deputy is required to perform additional responsibilities for the normal and customary caring for the dog, and program documentation.
The purpose of this agreement is to specify the compensation the deputy will receive for performing those additional responsibilities. THE PARTIES AGREE THAT:
1.
As additional compensation for the normal and customary care of the K-9, at the discretion of the K-9 handler will receive ten hours compensatory time or ten hours overtime pay per month. These ten hours will be calculated at the overtime rate. If the K- 9 handler' s actual time spent on
the normal and customary care of the K- 9 exceeds the ten hours per month, the K- 9 handler shall inform the Sheriff( or Sheriff' s designee) in writing, specifying the reasons, within seven
calendar days of occurrence. Such compensatory time off shall be in addition to the compensation to which the deputy is entitled under the applicable collective bargaining agreement. It is understood that the ten hours of compensation or ten hours of overtime pay is an acceptable standard for our comparable counties that work a 2080 hour annual schedule.
2. The deputy agrees to limit the accrual of all compensatory time, at any one time, to a
maximum of seventy- two ( 72) hours. Prior administrative approval may extend the accrual limit.
3. The deputy shall submit an approved monthly K-9 activity report. This K-9 report shall document all related community service, training, in-service activity, with dispositions, performed by the dog during the month. Specific areas of concern or progress about the dog are to be included in the activity report. The purpose of the activity report is to document K-9 calls
for service, the effectiveness of the team, and the merits of the program in general.
4. By the 15t' of each month following the reporting period the compensatory time or overtime pay shall be entered into the payroll system and K-9 activity reports are to be submitted via the chain of command to the Chief Criminal Deputy 5.
Such compensatory time off or overtime pay shall be full compensation for K-9 documentation and all normal and customary functions of dog care, which include, but are not limited to nutrition, exercise, health, grooming, transporting for medical care, etc. 6. The dog is the property of the Cowlitz County Sheriff's Office. The Sheriff's Office will pay for food and medical expenses the dog incurs. Medical expenses, which could be considered extraordinary, require administrative approval.
Collective
Bargaining Agreement 2026- 2028
31
7. The deputy agrees to follow all Sheriff' s Office policies on K- 9 related activities. 8. Additionally, the parties recognize that allowing the dog to be housed at the deputy' s home
confers valuable benefits on the deputy, in that while the dog is " off duty" it is able to be a family pet, and the dog offers some measure of protection for the home. While such benefits
cannot be quantified, the parties recognize that they are actual benefits the deputy will receive. Such benefits are further consideration for the deputy' s additional responsibilities in caring for
the dog.
Collective
Bargaining Agreement 2026- 2028
32