HomeMy WebLinkAbout04-13-26 Council Workshop PacketSPECIAL ACCOMMODATIONS: The City of Arlington strives to provide accessible meetings for people with disabilities. Please contact the
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CALL TO ORDER
Mayor Don Vanney
PLEDGE OF ALLEGIANCE
ROLL CALL
Mayor Don Vanney
APPROVAL OF THE AGENDA
Mayor Pro Tem Michele Blythe
INTRODUCTION OF SPECIAL GUESTS AND PRESENTATIONS
WORKSHOP ITEMS – NO FINAL ACTION WILL BE TAKEN
1. Ordinance Amending Arlington Municipal Code Chapter 20.12 ATTACHMENT A
Administrative Mechanisms
Staff Presentation: Ameresia Lawlis
Council Liaison: Nathan Senff
2. Ordinance Amending Arlington Municipal Code Chapter 20.36 ATTACHMENT B
Zoning Districts and Zoning Map
Staff Presentation: Ameresia Lawlis
Council Liaison: Nathan Senff
3. Ordinance Amending Arlington Municipal Code Chapter 20.68 ATTACHMENT C
Signs
Staff Presentation: Ameresia Lawlis
Council Liaison: Rob Toyer
4. Purchase of Kostar property on the North Side of the Stillaguamish ATTACHMENT D
River for Future Potable Well Site
Staff Presentation: Jim Kelly
Council Liaison: Yvonne Gallardo-Van Ornam
5. Division-Broadway Restoration Project - Change Order No. 2 ATTACHMENT E
Staff Presentation: Jim Kelly
Council Liaison: Yvonne Gallardo-Van Ornam
Arlington City Council Workshop
Monday, April 13, 2026 at 6:00 pm
City Council Chambers – 110 E 3rd Street
SPECIAL ACCOMMODATIONS: The City of Arlington strives to provide accessible meetings for people with disabilities. Please contact the
ADA coordinator at (360) 403-3441 or 711 (TDD only) prior to the meeting date if special accommodations are required.
6. Amendment #5 to the RH2 Contract for the 67th Avenue Sewer ATTACHMENT F
Upsizing Project
Staff Presentation: Jim Kelly
Council Liaison: Tim Abrahamson
7. Procurement of Right-of-Way and Temporary Construction Easement ATTACHMENT G
From Bellin Investments for the 180th St Roundabout Project
Staff Presentation: Jim Kelly
Council Liaison: Michele Blythe
8. Procurement of Filter Trains for Water Treatment Plant Expansion ATTACHMENT H
Project
Staff Presentation: Jim Kelly
Council Liaison: Michele Blythe
9. Police Quarterly Report ATTACHMENT I
Staff Presentation: Jonathan Ventura
10. North County Regional Fire Authority Quarterly Report ATTACHMENT J
Presentation: Chief Dave Kraski
ADMINISTRATOR & STAFF REPORTS
MAYOR’S REPORT
COMMENTS FROM COUNCILMEMBERS/COUNCILMEMBER REPORTS
PUBLIC COMMENT
For members of the public who wish to speak to the Council. Please limit your remarks to three minutes.
REVIEW OF CONSENT AGENDA ITEMS FOR NEXT MEETING
EXECUTIVE SESSION
RECONVENE
ADJOURNMENT
Mayor Pro Tem Michele Blythe / Mayor Don Vanney
City of Arlington Council Agenda Bill WS # 1 Attachment
COUNCIL MEETING DATE: April 13, 2026 SUBJECT: Ordinance Approving Amendment to AMC Chapter 20.12 Administrative Mechanisms ATTACHMENTS: Ordinance, Code Amendment Overview, Planning Commission Findings of Fact, and Staff Report DEPARTMENT OF ORIGIN Community & Economic Development; Ameresia Lawlis, Associate Planner EXPENDITURES REQUESTED: None BUDGET CATEGORY: BUDGETED AMOUNT: N/A LEGAL REVIEW: DESCRIPTION: Planning Commission and Hearing Examiner authority, reclassification and standardization of land use application types to support upcoming application updates, removal of Part V. Design Review Board per Title 2 changes, updating security/financial assurance provisions, and making chapter-wide edits providing new, updated and revised code language to ensure clarity and consistency of the regulations. HISTORY: and Economic Development Department needed to provide clarification regarding the intent for regulating subdivisions, update the list of supplemental documents to include all subarea plans and planned actions, and create a new section regarding state regulated historic designations. amendments are required to comply with the state law and local requirements. ALTERNATIVES: Remand to staff for additional information
move to approve the ordinance amending AMC Chapter 20.12 and authorize the Mayor to sign the
Page 1 of 2
New or Renamed Table of Contents Code Sections:
• 20.12.110 The Building Of�icial
o Renumbered to 20.12.120
• 20.12.120 The Community and Economic Development Director
o Renumbered to 20.12.110
• 20.12.800 Security Mechanisms—General.
o Renumbered to 20.12.700
• 20.12.810 Performance Securities.
o Renumbered to 20.12.710
• 20.12.820 Completion Securities.
o Renumbered to 20.12.720
• 20.12.830 Maintenance Securities.
o Renumbered to 20.12.730
• 20.12.850 Amount of the Security.
o Renumbered to 20.12.740
• 20.12.860 Reduction of Securities.
o Renumbered to 20.12.750
• 20.12.870 Duration of Securities.
o Renumbered to 20.12.760
• 20.12.880 Supplemental Administrative Costs.
o Renumbered to 20.12.770
• 20.12.890 Security Agreement.
o Renumbered to 20.12.780
• 20.12.895 Use of Security Funds by the City.
o Renumbered to 20.12.790
New Language Sections:
• 20.12.130 The Development Services Engineering Manager.
o Added scope and duties into code for the existing position within the Community and Economic Development Department.
• 20.12.310 Powers and Duties of the Planning Commission
o Provided clarity on the role of Planning Commission, in line with the duties provided in Title 2.
AMC Chapter 20.12 – Administrative Mechanisms
Zoning Code Amendment Overview Summary - Ameresia Lawlis, Associate Planner
Page 2 of 2
Updated Language Sections:
• 20.12.020 Planning Agency Identi�ied
o Numbers (1) and (2) were switched to place the Community and Economic Development Director above the Building Of�icial in numbering.
• 20.12.110 The Building Of�icial
o This section was moved to section 20.12.120 and additional language was added to clarify the role of the Building Of�icial.
• 20.12.120 Community and Economic Development Director
o This section was moved to section 20.12.110 and additional language was added to clarify the role of the Director.
• 20.12.130 The Public Works Director
o Clari�ication of the Public Works Director’s role within Title 20 and other titles as they pertain to Title 20 were clari�ied and revised to accurately portray the role.
• 20.12.210 Jurisdiction and Authority
o (b) Language was revised to provide more concise language.
• 20.12.230
o Additional Permit “types” were added in preparation for future code amendments which will change the naming conventions used.
o The reference to Design Review Board was removed per Title 2 changes.
• 20.12 Part IX Security Mechanisms
o The Public Works Director was changed for the Development Services Engineering Manager as that was the intent when the role was originally created.
o Removal of “Completion” securities as once a project is complete, it goes from a performance bond directly to a maintenance bond. The city does not utilize a completion bond.
• 20.12.740 Amount of the Security
o (b) Language updated to be more clear.
Removed Language Sections:
• 20.12.020 Planning Agency Identi�ied
o (6) The Arlington Design Review Board was removed.
• 20.12 Part V Design Review Board
o The Design Review Board was removed per changes to Title 2.
• None. This Code Amendment was focused on cleanup and clari�ication of existing procedures.
Washington State Legislation or Other Requirements
Staff Report & Recommendation
AMC Chapter 20.12 Zoning Code Amendment – PJ25-0037
Page 1 of 4
PLANNING COMMISSION STAFF REPORT & RECOMMENDATION
To: Planning Commission
From: Ameresia Lawlis, Associate Planner
Meeting Date: April 13, 2026
Date Prepared: March 27, 2026
Regarding: 2026 AMC Chapter 20.12 Zoning Code Amendment – PJ25-0037
A. INTRODUCTION The AMC Chapter 20.12 Zoning Code Amendments is a City-initiated amendment to the Arlington Municipal code that includes updates to the Administrative Mechanisms chapter. Included with this staff report is the proposed code amendments.
GENERAL INFORMATION
Applicant: City of Arlington
Project Description: 2026 AMC Chapter 20.12 Zoning Code Amendment
Requested Action: City Council Approval
B. DETAILED PROJECT INFORMATION The 2026 AMC Chapter 20.12 Zoning Code Amendment involves revisions to staff titles and responsibilities, clarifying Planning Commission and Hearing Examiner authority, reclassification and standardization of land use application types to support upcoming application updates, removal of Part V. Design Review Board per Title 2 changes, updating security/financial assurance provisions, and making chapter-wide edits providing new, updated and revised code language to ensure clarity and consistency of the regulations.
Planning Division th
Staff Report & Recommendation
AMC Chapter 20.12 Zoning Code Amendment – PJ25-0037
Page 2 of 4
C. REGULATORY REQUIREMENTS, FINDINGS, AND CONCLUSIONS 1. SEPA COMPLIANCE:
Type of Determination Issued Date Distribution and Public Notice
SEPA Determination on Non-Significance (DNS) 2/25/2026 City Public Notice Website Emailed to Review Agencies Posted at City Hall and Arlington Library The Herald Published Date – 2/27/2026 Comment Period – 2/27/2026 to 3/13/2026 Public comments received during the public comment period.
Comment Summary City Response No comments received to date. Not Applicable 2. PUBLIC NOTIFICATION/INVOLVEMENT:
Public Notice and
Meeting Type Meeting Date(s) Distribution and Public Notice Planning Commission Public Meeting Presentations Workshop: 3/3/2026 Meeting: 3/17/2026 Planning Commission Agenda Online Planning Commission Email Distribution List Washington State Department of Commerce (RCW 36.70A.106) N/A Date Sent for Review – 2/12/2026 Deadline for 60-Day Review – 4/13/2026
Planning Commission Public Hearing 3/17/2026 City Public Notice Website Planning Commission Agenda Online Planning Commission Email Distribution List The Herald Published Date – 2/27/2026 City Council Public Meeting Presentations
Workshop: 4/13/2026 Meeting: 4/20/2026 City Council Agenda Online City Council Email Distribution List Agency Comments:
Comment Summary Date Received City Response
No comments received to date. Not applicable
Staff Report & Recommendation
AMC Chapter 20.12 Zoning Code Amendment – PJ25-0037
Page 3 of 4
3. COMPREHENSIVE PLAN COMPLIANCE:
Goal or
Policy Goal Description Summary N/A The amendment provides for updates which are procedural/administrative in nature and support effective implementation of the City’s Comprehensive Plan. 4. COMPLIANCE WITH AMC CHAPTER 20.96 - AMENDMENTS
Regulation Meets (a) Amendments to the text of this title may be made in accordance with the provisions of this chapter. has followed the provision of Chapter 20.96 by being processed through the 2026 Docket as a Development Regulation Amendment. Development Regulations. (a) All proposed text amendments to the development or zoning regulations shall be developed, submitted, and presented by the city staff, based on direction from the city council, planning commission, or the director of community and economic development.
process. The City Council approved the 2026 Final Docket through Resolution 2025-009.
Staff shall transmit to the department of commerce copies of all proposed amendments to the city’s development regulations at least sixty days in advance of adoption, as required by RCW 36.70A.106.
Department of Commerce on February 12, 2026, for review.
Regulation Amendments. (a) An open record public hearing shall be held before the planning commission for all amendments. (c) The city shall give public notice of all public hearings as required by section 20.24.020.
hearing at the March 17, 2026, Planning Commission Meeting. The public noticing is described under Section 2 above.
Staff Report & Recommendation
AMC Chapter 20.12 Zoning Code Amendment – PJ25-0037
Page 4 of 4
Regulation Meets Development Regulation Amendments. The planning commission shall issue a recommendation for approval, approval subject to recommended modifications or conditions of approval, continuance, or a decision of denial, which decision shall be forwarded to the city council for review and decision.
Findings of Fact that is signed by the Chair. City Staff then includes the Findings of Fact within the City Council packet for review prior to the City Council workshop and meeting.
Development Regulation Amendments. The city council’s approval, modification, deferral, or denial of a development regulations amendment proposal shall be based on the following criteria: (1) The proposed amendment is consistent with the goals, objectives, and policies of the Comprehensive Plan, the Multi-County Planning Policies, County Planning Policies, and the Growth Management Act, RCW Chapter 36.70A; and (2) The proposed change is necessary to further the public interest based on present needs and conditions.
provided by staff and considers the goals and objectives of the Comprehensive Plan, County Planning Policies, the Growth Management Act, and RCW Chapter 36.70A, along with the overall public interest prior to considering a decision.
(d) RECOMMENDATION Staff recommends that City Council approve the 2026 AMC Chapter 20.12 Zoning Code Amendment, PJ25-0037.
ORDINANCE NO. 2026-XXX 1
ORDINANCE NO. 2026-XXX
AN ORDINANCE OF THE CITY OF ARLINGTON, WASHINGTON AMENDING CHAPTER 20.12
OF THE ARLINGTON MUNICIPAL CODE REGARDING ADMINISTRATIVE MECHANISMS
UNDER CITY PLANNING NO. PJ25-0037
WHEREAS, the city has proposed an update to the Administrative Mechanisms regulations
to the City zoning code; and
WHEREAS, the Arlington Planning Commission considered the revisions on March 3, 2026
and at a public hearing conducted on March 17, 2026; and
WHEREAS, the Planning Commission made findings and provided its recommendations to
the City Council concerning the proposed changes; and
WHEREAS, the City Council considered the same at a workshop held on April 13, 2026, a
meeting on April 20, 2026, and considered them along with the Planning Commission
recommendations; and the City Council having determined approving said amendment was in
the best interest of the City; and
WHEREAS, the amendments were presented to the Department of Commerce for
comment and said Department had no comments on the ordinance; and
WHEREAS, the City Council has considered the proposed amendment to the municipal
code and finds it to be consistent with city and state law and in the best interests of the citizens;
and
NOW, THEREFORE, the City Council of the City of Arlington does hereby ordain as follows:
Section 1. Arlington Municipal Code section 20.12.020 shall be hereby amended as
follows:
20.12.020 Planning Agency Identified.
The Planning Agency (RCW 35A.63) for the city shall be composed of the following:
(1) The Building Official; The Community and Economic Development Director;
(2) The Building Official; The Community and Economic Development Director
(3) (2)The Development Services Engineering Manager;
(4) (3)The Public Works Director;
(5) (4)The Arlington Hearing Examiner;
(6) (5)The Arlington Planning Commission;
(6) The Arlington Design Review Board
(7) The Arlington Park and Arts Commission;
(8) The Arlington City Council.
ORDINANCE NO. 2026-XXX 2
Section 2. Arlington Municipal Code section 20.12.110 shall be hereby amended as
follows:
20.12.110 The Building Official The Community and Economic Development Director.
The Building Official is the officer or other designated authority charged with the administration
and enforcement of the Building Code and those Sections of this Title where the Building Official
is referenced.
The Community and Economic Development Director is the administrative head of the
Department of Community and Economic Development, who is responsible for planning,
administration, enforcement, and minor land use decision-making as specified in this Title. The
Community and Economic Development Director or his/her designee shall review and act on the
following:
(a) Authority. The director is responsible for the administration of AMC Title 20.
(b) Administrative Interpretation. Upon request or as determined necessary, the director
shall interpret the meaning or application of the provisions within said title and issue a
written administrative interpretation within 30 days of said request.
(c) Administrative Approvals as set forth in AMC 20.16.
(d) State Environmental Policy Act (SEPA) Official.
(e) Floodplain Administrator
Section 3. Arlington Municipal Code section 20.12.120 shall be hereby amended as
follows:
20.12.120 The Community and Economic Development Director The Building Official. The
Community and Economic Development Director is the administrative head of the Department
of Community and Economic Development, who is responsible for planning, administration,
enforcement, and minor land use decision-making as specified in this Title. As provided in
20.16.220 (Zoning Permits), 20.16.225 (Special Use Permits and Conditional Use Permits), and
20.16.425 (Final Major or Minor Subdivision Approval Process), the Community and Economic
Development Director is authorized to approve zoning permits, Special Use Permits (where
provided), minor preliminary and final plats, major final plats and site civil construction plans for
private development or to delegate such authority to the planning staff.
The Building Official is the officer or other designated authority charged with the administration
and enforcement of the International Building Code, International Residential Code, International
Fire Code, Stop Work Orders, and those Sections of this Title where the Building Official is
referenced. The Building Official shall have authority to grant, condition or deny the building
permits in accordance with the procedures set forth in AMC Title 16.
ORDINANCE NO. 2026-XXX 3
Section 4. Arlington Municipal Code section 20.12.130 shall be hereby amended as
follows:
20.12.130 The Public Works Director. The Development Services Engineering Manager.
The Public Works Director is the administrative head of the Department of Public Works. As
provided in various sections the Public Works Director is responsible for planning, administration,
enforcement, and decision-making as it pertains to public improvements as specified in this Title.
, including the approval of plans for public improvements and approval of for acceptance by the
City, or such authority to the Public Works staff.
The Development Services Engineering Manager is the designated authority charged with the
administration and enforcement of those Sections of this Title where the Development Services
Engineering Manager is referenced, or authority is otherwise granted by the Community and
Economic Development Director or Public Works Director. The Development Services
Engineering Manager is responsible for administration and decision-making as it pertains to
private utility and groundwork improvements as specified in this Title, including the approval of
plans for such private development improvements. The Development Services Engineering
Manager shall have authority to grant, condition or deny civil permits in accordance with the
procedures set forth in AMC Title 20. The Development Services Engineering Manager shall
review and act on the following:
(a) Civil Construction Permits
(b) Grading Permits
(c) Right-of-Way Permits
(d) Tree Investigation-Removal Permits
(e) Drainage related to said permits
(f) Utility Service Permits
(g) Street Vacations or Street Dedications
Section 5. Arlington Municipal Code section 20.12.140 shall be hereby added as follows:
20.12.140 The Public Works Director.
The Public Works Director is the administrative head of the Department of Public Works. As
provided in various sections the Public Works Director is responsible for administration,
enforcement, and decision-making as it pertains to Title 12, Title 13 and as specified in this Title.
The Public Works Director shall approve public infrastructure and utilities for public
improvements within a private development and approval of as-builts for acceptance by the City,
or to delegate to his/her designee.
ORDINANCE NO. 2026-XXX 4
Section 6. Arlington Municipal Code section 20.12.140 shall be hereby amended as
follows:
20.12.210 Jurisdiction and Authority.
(a) The jurisdiction and authority of the Hearing Examiner shall be to preside as the hearing
officer and permit-issuing authority on those permits or actions as listed in §20.12.230
(Powers and Duties of the Hearing Examiner).
(b) The Hearing Examiner shall also have jurisdiction on any amendments to, or reconsideration
of, permits that he has issued as identified in AMC §20.16.370 (Amendments to and
Modifications of Permits), to or reconsideration of( and AMC §20.16.300, (Reconsideration
of Permit-Issuing Authority’s Action) permits that he has issued.
(c) The Hearing Examiner may also be used to mediate land use disputes between two or more
parties upon request by the parties involved. Fees for mediation shall be as specified by the
Hearing Examiner for such service.
Section 7. Arlington Municipal Code section 20.12.140 shall be hereby amended as
follows:
20.12.230 Powers and Duties of the Hearing Examiner
(a) The Hearing Examiner shall hear and decide:
(1) Applications for special use or Type II permits, as provided in §20.16.100 (Permits
Required), when a hearing has been requested as provided in §20.16.225. (Special Use
Permits and Conditional Use Permits).
(2) Applications for conditional use or Type III permits, as provided in §20.16.100 (Permits
Required).
(3) Applications for variances, Type II or Type III, as provided in §20.20.030 (Variances), when
a hearing has been requested as provided in §20.16.225 (Special Use Permits and
Conditional Use Permits).
(4) Appeals from any order, decision, requirement, or interpretation made by the Community
and Economic Development Director, as provided in §20.20.010 (Appeals of Community
and Economic Development Director or Design Review Board Decisions).
(5) Any other matter the hearing examiner is required to act upon by any other city
ordinance.
Section 8. Arlington Municipal Code section 20.12.140 shall be hereby added as follows:
20.12.310 Powers and Duties of the Planning Commission
(a) The planning commission shall review and make recommendations on the following
applications and subjects:
(1) Title 20 Zoning Code Amendments
(2) Comprehensive Plan Amendments
(3) Zoning Code and Future Land Use Map Amendments
(4) Annual Planning Docket
(5) Design Deviations
ORDINANCE NO. 2026-XXX 5
(b) The Planning Commission may adopt rules and regulations governing its procedures and
operations that are consistent with he provisions of this Title.
Section 9. Arlington Municipal Code 20.12 Part V Design Review Board shall be hereby
repealed:
Part V. Design Review Board
20.12.410 The Design Review Board.
There shall be a Design Review Board consisting of the members of the Planning Commission.
Appointments, terms, meetings, quorum, and officers shall be governed by Chapter 2.52
(Planning Commission) of the Arlington Municipal Code and their adopted Rules of Procedure.
20.12.420 Powers and Duties of the Design Review Board.
(a) The Design Review Board shall review applications for projects for conformity with the
Development Design Standards, as described in this Title.
(b) The board may adopt rules and regulations governing its procedures and operations
not inconsistent with the provisions of this Title.
Section 10. Arlington Municipal Code 20.12 Part VI shall be hereby amended as follows:
Part VI. The Park and Arts Commission
20.12.500400 The Parks and Arts Commission
The authority, membership, powers, and duties of the Arlington Park Board are established in
Chapter 2.40 of the Arlington Municipal Code.
Section 11. Arlington Municipal Code 20.12 Part VII shall be hereby amended as follows:
Part VII. The City Council
20.12.600500 The City Council.
Section 12. Arlington Municipal Code 20.12 Part VIII shall be hereby amended as follows:
Part VIII. Official File
20.12.700600 Official File.
(a) The Community and Economic Development Director or his/her designee shall compile an
official file on each application filed containing the following:
(1) The application materials submitted by the applicant.
(2) Any staff reports prepared.
(3) All written testimony received on the matter.
(4) The electronic recording and minutes of any public hearing on the matter.
(5) The decision of the permit-granting authority on the permit.
ORDINANCE NO. 2026-XXX 6
(6) Any other information relevant to the matter.
(7) Certification of publication, and a copy of the mailed notification and the date of mailing.
(b) The official file is a public record. It is available for inspection and copying in the Planning
Community and Economic Development Department during regular business hours or
through the online Public Records Request Portal, though availability may be temporarily
restricted during or prior to public hearings while staff is preparing for the hearing.
(c) Official files shall be kept for a period as specified by state requirements.
Section 13. Arlington Municipal Code 20.12 Part IX shall be hereby amended as follows:
Part IXVIII. Security Mechanisms
Section 14. Arlington Municipal Code section 20.12.800 shall be hereby amended as
follows:
20.12.800700 Security Mechanisms—General.
(a) As security, the City may accept any of the following: bonds, letters of credit from an insured
bank, a secured account with an insured bank, or a cash deposit. Other forms of security may
be accepted if approved by the City Finance Director in consultation with the City Attorney.
(b) In each case where the City requires or allows an applicant to post a security, the Public Works
Director Development Services Engineering Manager shall determine the type of security to
be used.
Section 15. Arlington Municipal Code section 20.12.810 shall be hereby amended as
follows:
20.12.810710 Performance Securities.
(a) Except as provided in Subsection (d), a performance security shall be required for any project
on a site greater than 1 acre in size to guarantee that a site can be closed and/or winterized
if necessary, or that measures can be taken by the City to respond to weather-related
emergencies.
(b) In addition, an augmented performance security may be required by the Development
Services Engineering Manager Public Works Director to cover the cost of installing any
system-wide public improvements that an applicant has agreed to install as part of his project
where the lack of installation would cause the system to fail or not be completed in a timely
manner.
(c) Performance securities may be presented to the City after preliminary approval of a project
but in all circumstances shall be presented prior to any site work, including clearing, grading,
or construction.
(d) Submission of a performance security may be waived by the Development Services
Engineering Manager Public Works Director if he/she determines, in his opinion, said
guarantee of installation is not necessary.
ORDINANCE NO. 2026-XXX 7
Section 16. Arlington Municipal Code section 20.12.820 shall be hereby amended as
follows:
20.12.820720 Completion Securities.
In lieu of installing public improvements per this Title or a condition of a permit, a developer may
propose to post a security to ensure completion of any improvements for which construction
plans have been approved. Said improvements shall be installed within one year of final land use
permit approval. An extension not to exceed one (1) year may be approved by the Development
Services Engineering Manager Public Works Director upon extension of the security or
submission of a new one.
Section 17. Arlington Municipal Code section 20.12.830 shall be hereby amended as
follows:
20.12.830730 Maintenance Securities.
When required, the Any developer shall provide to the City a maintenance security to cover the
cost of replacing or repairing any of the public improvements installed per this Title or a condition
of a permit.
Section 18. Arlington Municipal Code section 20.12.840 shall be hereby amended as
follows:
20.12.850740 Amount of the Security.
(a) The amount of a security shall be a percentage, as specified below, of the estimated cost of
design, materials, and labor, based on the estimated costs on the last day covered by the
device, of installing, replacing, or repairing (whichever is appropriate) the improvements
covered by the security.
(1) Performance–One hundred fifty percent (150%) of the costs specified in Subsection (a).
(2) Completion-One hundred fifty percent (150%) of the cost specified in Subsection (a).
(2) (3) Maintenance–Twenty percent (20%) of the costs specified in Subsection (a).
(b) The Development Services Engineering Manager Public Works Director shall approve the
amount of a security under paragraph (a) of this Section. The applicant shall prepare a cost
estimate of the items to be covered by the security for the Public Works Director’s
Development Services Engineering Manager’s review and approval, a cost estimate of the
items to be covered by the security.
Section 19. Arlington Municipal Code section 20.12.860 shall be hereby amended as
follows:
20.12.860750 Reduction of Securities.
In those cases where improvement securities have been made, and only with the Development
Services Engineering Manager’s Public Works Director’s approval, the amount of the guarantee
may be reduced upon acceptance of a portion of the required improvements. The amount of the
reduction shall not exceed the percentage that the improvements just accepted for dedication
ORDINANCE NO. 2026-XXX 8
made up of all originally required improvements. In no case, however, shall the guarantee be
reduced to less than fifteen percent (15%) of the original amount.
Section 20. Arlington Municipal Code section 20.12.870 shall be hereby amended as
follows:
20.12.870760 Duration of Securities.
All securities shall be held until released by the Development Services Engineering Manager
Public Works Director; however, the standard duration of the various securities should be as
follows:
(1) Performance–One year or until all improvements are installed and accepted by the City,
whichever is greater.
(2) Completion-One year or until all improvements are installed and accepted by the City,
whichever is greater.
(2) (3) Maintenance–Two years; extendable by the City if repairs are made at the end of the
bonding period which, in the opinion of the Public Works Director Development Services
Engineering Manager, require additional guarantee of workmanship.
Section 21. Arlington Municipal Code section 20.12.880 shall be hereby amended as
follows:
20.12.880770 Supplemental Administrative Costs.
In addition to the security, the applicant shall pay a fee to the City covering the City’s actual
expenses of administering, and if necessary, using the proceeds of the security. The amount of
this fee will be set by Resolution.
Section 22. Arlington Municipal Code section 20.12.880 shall be hereby amended as
follows:
20.12.890780 Security Agreement.
In each case where a security is posted, the applicant and the Development Services Engineering
Manager Public Works Director shall sign a notarized security agreement, approved in form by
the City Attorney. This agreement shall be recorded with the Snohomish County Auditor. The
agreement shall provide the following information:
(1) A description of the work or improvements covered by the security.
(2) Either the period of time covered by the maintenance security or the date after which the
City will use the proceeds of the performance security to complete the required work or
improvements.
(3) The amount and nature of the security and the amount of the cash deposit.
(4) The rights and duties of the City and the applicant.
(5) An irrevocable license to run with the property to allow the employees, agents, or
contractors of the City to go on the subject property for the purpose of inspecting and, if
necessary, doing the work or making the improvements covered by the security.
ORDINANCE NO. 2026-XXX 9
(6) The mechanism by and circumstances under which the security shall be released. At a
minimum, after the work or improvements covered by a performance security have been
completed, or at the end of the time covered by a maintenance security, the applicant
may request the City to release the security. If the applicant has complied with the
security agreement and this Code, the Development Services Engineering Manager Public
Works Director shall release the security remaining. If the work has not been completed
or repairs not made, then the City shall not release the security until such work is
completed per §20.12.895 (Use of Security Funds by the City). Partial release of the
security may be allowed provided that the developer provides a new security in the
amount specified in §20.12.850 (Amount of the Security) for the remaining work.
(7) Upon release of any recorded security mechanism a copy of the letter of release shall be
filed with the Snohomish County Auditor.
Section 23. Arlington Municipal Code section 20.12.880 shall be hereby amended as
follows:
20.12.895790 Use of Security Funds by the City.
(a) If during the period of time covered by a maintenance security, or after the date by which the
required work or improvements are to be completed under a performance security, the
Development Services Engineering Manager Public Works Director determines that the
security agreement has not been complied with, he shall notify the applicant of this. The
notice must state:
(1) The work that must be done or the improvements that must be made to comply with the
security agreement; and
(2) The amount of time, not to exceed 30 days, that the applicant has to commence and
complete the required work or improvements; and
(3) That, if the work or improvements are not commenced and completed within the time
specified, the City will use the proceeds of the security to have the required work or
improvements completed.
(b) If the work or improvements covered by the security are not completed within the time
specified in the notice the City shall obtain the proceeds of the security and shall cause such
work to be completed.
(c) The applicant is responsible for all costs incurred by the City in administering, maintaining, or
making the improvements covered by the security(s). The City shall release or refund any
proceeds of a performance or maintenance security remaining after subtracting all costs for
doing the work or making the improvements covered by the security. The applicant shall
reimburse the City for any amount expended by the City that exceeds the proceeds of the
security. The City may file a lien against the subject property for the amount of any excess.
(d) In each case where the City uses any of the funds of a security, it shall give the applicant an
itemized statement of all funds used.
Section 24. Severability. Should any section, paragraph, sentence, clause or phrase of
this ordinance, or its application to any person or circumstance, be declared unconstitutional or
ORDINANCE NO. 2026-XXX 10
otherwise invalid for any reason, or should any portion of this ordinance be pre-empted by state
or federal law or regulation, such decision or pre-emption shall not affect the validity of the
remaining portions of this ordinance or its application to other persons or circumstances.
Section 25. Effective Date. The title of this ordinance which summarizes the contents
shall be published in the official newspaper of the City. This ordinance shall take effect and be in
full force five (5) days after the date of publication as provided by law.
PASSED by the City Council of the City of Arlington and APPROVED by the Mayor this
______ day of _____________________, 2026.
CITY OF ARLINGTON
____________________________________
Don E. Vanney, Mayor
ATTEST:
___________________________________
Wendy Van Der Meersche, City Clerk
APPROVED AS TO FORM:
___________________________________
Oskar Rey, City Attorney
City of Arlington Council Agenda Bill WS # 2 Attachment
COUNCIL MEETING DATE: April 13, 2026 SUBJECT: Ordinance Approving Amendment to AMC Chapter 20.36 Zoning Districts and Zoning Map ATTACHMENTS: Ordinance, Code Amendment Overview, Planning Commission Findings of Fact, and Staff Report DEPARTMENT OF ORIGIN Community & Economic Development; Ameresia Lawlis, Associate Planner EXPENDITURES REQUESTED: None BUDGET CATEGORY: BUDGETED AMOUNT: N/A LEGAL REVIEW: DESCRIPTION: providing new, updated and revised code language to ensure clarity and consistency of the regulations throughout the chapter. Section 20.36.030 – Manufacturing Districts established was revised to add reference to the Cascade Industrial Center and define Light Industrial and General Industrial separately. A new section, 20.36.050 Subareas Established was added, and section 20.36.105 – Lots Divided by District Lines was removed per revisions to Chapter 20.20.050, Administrative Interpretations. HISTORY: and Economic Development Department needed to provide clarification regarding the intent of certain zones and remove language that has been moved to another section. The proposed zoning code amendments are required to comply with the state law and local requirements.
ALTERNATIVES: Remand to staff for additional information
move to approve the ordinance amending AMC Chapter 20.36 and authorize the Mayor to sign the
Page 1 of 1
New or Renamed Table of Contents Code Sections:
• 20.36.050 Subareas
o New section
New Language Sections:
• 20.36.050 Subarea Plans Established
o Provide for the intention of Subarea plans as designated by the Comprehensive Plan.
Updated Language Sections:
• 20.36.010 Residential Districts Established
o Reorganization of the objectives for each zone and clari�ication or regulations consistent with what is allowed per the Density and Dimensions chapter of Title 20.
• 20.36.020 Commercial Districts established
o Update of language to ensure clarity
• 20.36.030 Manufacturing Districts Established
o Updates for clarity and refences to the intention of the Cascade Industrial Center added.
• 20.36.036 Medical Service District Established
o Update of language to ensure clarity
• 20.36.054 Master Planned Neighborhood Overlay District Established
o Clari�ication of the purpose of the overlay and process.
• 20.36.080 Mixed-Use Overlay District Established
o Updated to match the current zoning map, which now has areas along Smokey Point Blvd as Commercial Corridor rather than a mixed-use overlay.
• 20.36.100 Of�icial Zoning Map
o Language updated to accommodate the change from paper �iles to all electronic.
• 20.36.110 Amendments of Of�icial Zoning Map
o Update of language to ensure clarity.
Removed Language Sections:
• 20.36.105 Lots Divided by District Lines
o This section was added to 20.04 General Provisions
• None. This Code Amendment was focused on cleanup and clari�ication of existing procedures.
AMC Chapter 20.36 – Zoning Districts and Zoning Maps
Zoning Code Amendment Overview Summary - Ameresia Lawlis, Associate Planner
Washington State Legislation or Other Requirements
Staff Report & Recommendation
AMC Chapter 20.36 Zoning Code Amendment – PJ25-0041
Page 1 of 4
PLANNING COMMISSION STAFF REPORT & RECOMMENDATION
To: Planning Commission
From: Ameresia Lawlis
Meeting Date: April 13, 2026
Date Prepared: March 27, 2026
Regarding: 2026 AMC Chapter 20.36 Zoning Code Amendment – PJ25-0041
A. INTRODUCTION The AMC Chapter 20.36 Zoning Code Amendments is a City-initiated amendment to the Arlington Municipal code that includes updates to the Zoning Districts and Zoning Maps chapter. Included with this staff report is the proposed code amendments (Attachment A).
GENERAL INFORMATION
Applicant: City of Arlington
Project Description: 2026 AMC Chapter 20.36 Zoning Code Amendment
Requested Action: City Council Approval
B. DETAILED PROJECT INFORMATION The 2026 AMC Chapter 20.36 Zoning Code Amendment involves updates to revise and clarify the regulations as well as providing new, updated and revised code language to ensure clarity and consistency of the regulations throughout the chapter. Section 20.36.030 – Manufacturing Districts established was revised to add reference to the Cascade Industrial Center and define Light Industrial and General Industrial separately. A new section, 20.36.050 Subareas Established was added, and section 20.36.105 – Lots Divided by District Lines was removed per revisions to Chapter 20.20.050, Administrative Interpretations.
Planning Division th
Staff Report & Recommendation
AMC Chapter 20.36 Zoning Code Amendment – PJ25-0041
Page 2 of 4
C. REGULATORY REQUIREMENTS, FINDINGS, AND CONCLUSIONS 1. SEPA COMPLIANCE:
Type of Determination Issued Date Distribution and Public Notice
SEPA Determination on Non-Significance (DNS) 2/25/2026 City Public Notice Website Emailed to Review Agencies Posted at City Hall and Arlington Library The Herald Published Date – 2/27/2026 Comment Period – 2/27/2026 to 3/13/2026 Public comments received during the public comment period.
Comment Summary City Response No comments received to date. Not Applicable 2. PUBLIC NOTIFICATION/INVOLVEMENT:
Public Notice and
Meeting Type Meeting Date(s) Distribution and Public Notice Planning Commission Public Meeting Presentations Workshop: 3/3/2026 Meeting: 3/17/2026 Planning Commission Agenda Online Planning Commission Email Distribution List Washington State Department of Commerce (RCW 36.70A.106) N/A Date Sent for Review – 2/12/2026 Deadline for 60-Day Review – 4/13/2026
Planning Commission Public Hearing 3/17/2026 City Public Notice Website Planning Commission Agenda Online Planning Commission Email Distribution List The Herald Published Date – 2/27/2026 City Council Public Meeting Presentations
Workshop: 4/13/2026 Meeting: 4/20/2026 City Council Agenda Online City Council Email Distribution List Agency Comments:
Comment Summary Date Received City Response
No comments received to date. Not applicable
Staff Report & Recommendation
AMC Chapter 20.36 Zoning Code Amendment – PJ25-0041
Page 3 of 4
3. COMPREHENSIVE PLAN COMPLIANCE:
Goal or
Policy Goal Description Summary LU – 1.2 Establish development standards and regulations based on the availability and serviceability of developable lands to maintain a balanced mix and arrangement of land uses in the City. LU-2 Ensure equitable access to City resources and programs through proactive and transparent outreach efforts, completed on multiple platforms, and where appropriate, in multiple languages. LU-2.1 Regularly review existing development regulations to remove requirements that unnecessarily hinder the development process. LU -5.1 Concentrate manufacturing, industrial and warehouse/distribution uses in the vicinity of the Arlington Airport and the Cascade Industrial Center to ensure appropriate services for the use are provided and to reduce impact on existing residential and commercial areas. LU – 5.2 Support industrial development proposals that are consistent with the Arlington-Marysville Manufacturing Industrial Center Subarea Plan. H-1 Encourage a quality and diverse housing stock within the City. H-1.5 Review and continue to streamline development standards and regulations to reduce barriers to development, provide flexibility, and minimize additional costs to housing. ED – 2.1 Plan for adequate land capacity to support commercial and industrial uses and to provide sufficient employment meeting the 20-year employment targets for Arlington. ED - 5.1 Provide a supportive business environment for start-up, light manufacturing, and assembly businesses in the airport/industrial area. ED – 6.5 Support the expeditious processing of development applications. Continue requiring development activities to meet all applicable environmental protection and use other applicable provisions and standards. 4. COMPLIANCE WITH AMC CHAPTER 20.96 - AMENDMENTS
Regulation Meets (a) Amendments to the text of this title may be made in accordance with the provisions of this chapter. has followed the provision of Chapter 20.94 by being processed through the 2026 Docket as a Development Regulation Amendment. Development Regulations. (a) All proposed text amendments to the development or zoning regulations shall be developed, submitted, and presented by the city staff, based on direction from the city council, planning commission, or the director of community and economic development.
process. The City Council approved the 2026 Final Docket through Resolution 2025-009.
Staff shall transmit to the department of commerce copies of all proposed amendments to the city’s development regulations at least sixty days in advance of adoption, as required by RCW 36.70A.106.
Department of Commerce on February 12, 2026, for review.
Staff Report & Recommendation
AMC Chapter 20.36 Zoning Code Amendment – PJ25-0041
Page 4 of 4
Regulation Meets Regulation Amendments. (a) An open record public hearing shall be held before the planning commission for all amendments. (c) The city shall give public notice of all public hearings as required by section 20.24.020.
hearing at the March 17, 2026, Planning Commission Meeting. The public noticing is described under Section 2 above.
Development Regulation Amendments. The planning commission shall issue a recommendation for approval, approval subject to recommended modifications or conditions of approval, continuance, or a decision of denial, which decision shall be forwarded to the city council for review and decision.
Findings of Fact that is signed by the Chair. City Staff then includes the Findings of Fact within the City Council packet for review prior to the City Council workshop and meeting.
Development Regulation Amendments. The city council’s approval, modification, deferral, or denial of a development regulations amendment proposal shall be based on the following criteria: (1) The proposed amendment is consistent with the goals, objectives, and policies of the Comprehensive Plan, the Multi-County Planning Policies, County Planning Policies, and the Growth Management Act, RCW Chapter 36.70A; and (2) The proposed change is necessary to further the public interest based on present needs and conditions.
provided by staff and considers the goals and objectives of the Comprehensive Plan, County Planning Policies, the Growth Management Act, and RCW Chapter 36.70A, along with the overall public interest prior to considering a decision.
(d) RECOMMENDATION Staff recommends that the City Council to approve the 2026 AMC Chapter 20.36 Zoning Code Amendment, PJ25-0041.
ORDINANCE NO. 2026-XXX 1
ORDINANCE NO. 2026-XXX
AN ORDINANCE OF THE CITY OF ARLINGTON, WASHINGTON AMENDING CHAPTER 20.36
OF THE ARLINGTON MUNICIPAL CODE REGARDING ZONING DISTRICTS AND ZONING MAPS
UNDER CITY PLANNING NO. PJ25-0041
WHEREAS, the city has proposed an update to the Administrative Mechanisms regulations
to the City zoning code; and
WHEREAS, the Arlington Planning Commission considered the revisions on March 3, 2026
and at a public hearing conducted on March 17, 2026; and
WHEREAS, the Planning Commission made findings and provided its recommendations to
the City Council concerning the proposed changes; and
WHEREAS, the City Council considered the same at a workshop held on April 13, 2026, a
meeting on April 20, 2026, and considered them along with the Planning Commission
recommendations; and the City Council having determined approving said amendment was in
the best interest of the City; and
WHEREAS, the amendments were presented to the Department of Commerce for
comment and said Department had no comments on the ordinance; and
WHEREAS, the City Council has considered the proposed amendment to the municipal
code and finds it to be consistent with city and state law and in the best interests of the citizens;
and
NOW, THEREFORE, the City Council of the City of Arlington does hereby ordain as follows:
Section 1. Arlington Municipal Code section 20.36.010 shall be hereby amended as
follows:
20.36.010 Residential Districts Established.
(a) The following residential districts are hereby established:
(1) Residential Ultra Low Capacity (RULC);
(2) Residential Low Capacity (RLC); ,
(3) Residential Moderate Capacity (RMod);
(4) Residential Medium Capacity (RMC);
(5) Residential High Capacity (RHC); and
(6) Old Town Residential (OTR).
Each of these districts is designed to provide residential lands with varying housing capacities
and housing types to provide residents with a variety of housing options and intended to secure
for the persons who reside there a comfortable, healthy, safe, and pleasant environment in which
to live, sheltered from incompatible and disruptive activities that properly belong in
nonresidential districts. Other objectives of these districts are explained in the remainder of this
section.
ORDINANCE NO. 2026-XXX 2
(b) All residential districts must be served with public sewer and water facilities in order to utilize
the capacities described for each district. Without public utilities servicing the residential
district, no increase in the current housing capacity is allowed.
(c) The Residential Ultra Low Capacity (RULC) district is established primarily to accommodate
detached single-family residential development in areas not currently served by public sewer
and water facilities. Larger lots are required to accommodate a septic system and reserve
area as required by the Snohomish Health District. RULC allows for a minimum lot size of 9600
S.F. with a density of 1-4 dwelling units per acre.
(d) The Residential Low Capacity (RLC) district is established primarily to accommodate detached
single-family residential uses at lower capacity levels typically on 7200 – 9600 square foot
parcels, but also allows for recreational, quasi-public, and public uses that customarily serve
residential development. Some types of two-family residences are allowed in this district on
larger lots. RLC allows for a density of 5-6 dwelling units per acre.
(e) The Residential Moderate Capacity (RMod) district is designed primarily to accommodate
medium capacity housing types, especially smaller multifamily and single family attached,
such as duplex, triplex, fourplex, row houses, and garden apartments, typically situated on
4000 – 6200 square foot parcels, but also allows for recreational, quasi-public, and public
uses that customarily serve residential development RMod allows for 7-11 dwelling units per
acre.
(f) The Residential Medium Capacity (RMC) district is established primarily to accommodate
higher capacity housing, such as larger multi-family developments, townhomes,
condominiums, and the use of the Unit Lot Subdivision process to create fee-simple housing.
Typical parcel sizes range from 2800 – 3600 square feet, but also allows for recreational,
quasi-public, and public uses that customarily serve residential development. RMC allows for
12-16 units per acre.
(g) Residential High Capacity (RHC) district is designed primarily to accommodate the highest
capacity residential developments, that are designed to be compatible with their sites and
surroundings. Building types are typically large-scale multifamily buildings, such as
apartments, fourplexes, garden apartments, townhomes, rowhouses or triplexes. RHC allows
for 17 and greater units per acre.
(h) The Old Town Residential (OTR) district is designed primarily to single-family residential
development while preserving the historic quality of the traditional town center. Further, this
zone is intended to promote residential development that is in character with the older,
existing homes in the area. The OTR allows for lot sizes established with the original plat to
be utilized but no less than 3800 S.F. The Old Town Residential District may also allow for
duplex, triplex, fourplex, and garden style housing units (missing middle housing) that are
designed to match the context of the existing neighborhood they are placed within. This is
accomplished through strict design elements, orientation, and scale of the building as
regulated by the Old Town Residential Design Standards.
Section 2. Arlington Municipal Code section 20.36.020 shall be hereby amended as
follows:
ORDINANCE NO. 2026-XXX 3
20.36.020 Commercial Districts Established.
(a) The following commercial districts are hereby established: Neighborhood Commercial (NC),
Old Town Business District (OTBD), General Commercial (GC), Highway Commercial (HC),
Business Park (BP), and Commercial Corridor (CC). These districts are created to accomplish
the purposes and serve the objectives set forth in the remainder of this section.
(b) The Neighborhood Commercial (NC) zone is established to accommodate commercial
activities that would meet the daily convenience needs of people residing or working in the
vicinity. .
(c) The Old Town Business District (OTBD) zone is established to accommodate a mix of a wide
variety of commercial activities and vertically oriented, high-capacity residential uses in a
pedestrian-oriented environment. The Old Town Business District is comprised of three
different sub districts, identified as Old Town Business Districts 1, 2, and 3 with each one
having its own nuances regarding permissible uses, parking, and signage.
(d) The General Commercial (GC) zone is established to accommodate commercial uses generally
similar, though more intensive, to the types permissible in the Old Town Business District.
However, it is intended that this zone be placed along arterials to cater to commuters or as a
transition in some areas between a Highway Commercial zone and a residential zone.
(e) The Highway Commercial (HC) zone is established to accommodate the widest range of
commercial activities. Uses allowed here include those allowed in other commercial districts,
but also those that require highway access or that should be separated from residential uses.
(f) The Business Park (BP) zone is established to promote and accommodate office, certain
manufacturing and light industrial uses, training/educational facilities, high technology
research and developments, and related uses in a park-like, master-planned setting. The
Business Park also allows for Public/Semi-Public uses within this zone.
(g) The Commercial Corridor (CC) zone is established to create pedestrian oriented, urbanized,
mixed use neighborhoods, along designated transit routes. Design elements are to include
widened sidewalks, drop lanes with on street parking, mid-block pedestrian crossings,
planted medians, and bike lanes. This zone is established to utilize the stringent use of the
Mixed-Use Development Regulations/Form Based Code of AMC 20.110, therefore negating
the underlying zoning to accommodate mixed use as the primary land use.
Section 3. Arlington Municipal Code section 20.36.030 shall be hereby amended as
follows:
20.36.030 Manufacturing Districts Established.
The General Industrial (GI) and Light Industrial (LI) districts are hereby established primarily to
accommodate enterprises engaged in the manufacturing, processing, creating, repairing,
renovating, painting, cleaning, or assembling of goods, merchandise, or equipment and for
construction trades and other similar contractor related businesses located within the Cascade
Industrial Center (CIC).
(a) The Light Industrial district is intended for manufacturing, assembly, processing, repair and
contractor-related activities that are primarily conducted within enclosed buildings and that
generate limited off-site impacts, and is intended to be a cleaner, more business park-like
area, with more restrictive limitations than those in the General Industrial District.
ORDINANCE NO. 2026-XXX 4
(b) The General Industrial district allows more resource-based manufacturing and has a greater
tolerance of the nuisances that typically accompany such manufacturing uses within the
Cascade Industrial Center (CIC), such as higher intensity manufacturing and processing,
freight-oriented distribution and uses involving outdoor storage, outdoor operations, heavy
equipment activity, and higher volumes of truck traffic, where such impacts can be managed
through the site design and performance standards. This district has less restrictive
limitations than those in the Light Industrial District.
The performance standards contained in Chapter 20.44 place limitations on the characteristics
of uses located in these districts.
Section 4. Arlington Municipal Code section 20.36.034 shall be hereby amended as
follows:
20.36.034 Aviation Flightline District Established.
The Aviation Flightline District (AF) zone is hereby established. This district was created to allow
only aviation related uses proximate to airport runways and taxiways. Aviation related uses
include any uses related to supporting aviation that require direct taxiway access as a necessary
part of their business operations, such as aviation services, manufacturing of aviation-related
goods, general services whose primary customers would be those engaged in aviation-related
activities (e.g., restaurants primarily catering to pilots, employees, or passengers), or other uses
that are clearly related to aviation.
Section 5. Arlington Municipal Code section 20.36.036 shall be hereby added as follows:
20.36.036 Medical Services District Established.
The Medical Services District (MS) zone is hereby established. This district was created to allow
hospitals and related medical services uses that have developed around the Cascade Valley
Hospital in an otherwise residential neighborhood. Medical services include hospitals, doctors’
offices, birthing centers, and other related uses pertaining to patient care, but not including
manufacturing of medical equipment.
Section 6. Arlington Municipal Code section 20.36.050 shall be hereby added as follows:
20.36.050 Subareas Established.
The Comprehensive Plan designates fourteen (14) subareas distinguishing specific geographical
areas and existing neighborhoods within the City. The purpose of establishing subareas is to
provide a framework for preparation and adoption of subarea plans that include area-specific
policies, standards, and criteria to guide land use and development including middle housing;
transportation facilities; community facilities; and infrastructure and capital improvement
planning. Subarea plans are intended to support coordinated, efficient and predictable planning
for infill, redevelopment and long-term growth and shall be prepared, processed and
implemented in accordance with §20.44.032 (Subarea Plans).
ORDINANCE NO. 2026-XXX 5
Section 7. Arlington Municipal Code section 20.36.054 shall be hereby amended as
follows:
20.36.054 Master Planned Neighborhood Overlay District Established.
The Master Planned Neighborhood (MPN) district is hereby established as an “overlay” district,
meaning it is overlaid upon the underlying zoning district(s) within its boundaries.
(a) The purpose of the MPN overlay is to require comprehensive planning for the entire area
within the MPN overlay boundary through preparation of a Master Planned Neighborhood
(MPN) Subarea Plan as regulated by §20.44.032 (Subarea Plans).
(b) Land subject to the MPN overlay may be used in a manner permitted in the underlying
zoning district and only if, and to the extent, such use complies with the requirements of
§20.44.032.
(c) The MPN overlay district shall be removed from the parcels within the adopted subarea
plan boundary by City Council. Parcels within the MPN overlay that are not within the
adopted subarea plan boundary shall remain subject to the MPN overlay.
Section 8. Arlington Municipal Code section 20.36.080 shall be hereby amended as
follows:
20.36.080 Mixed Use Overlay District Established.
(a) The mixed-use overlay district is hereby established as an “overlay” district, meaning that the
underlying zoning applicable within each commercial zone, except as provided in subsection
(b), remains as the primary or principal zoning designation. The overlay allows for a mix of
diversified residential development to co-exist within a proportionate share of the
commercially zoned areas of highway commercial (HC), general commercial (GC), and
neighborhood commercial (NC) zones where typical retail and other support services would
be located, thus creating a walkable neighborhood concept.
(b) All new development, change of uses, or redevelopment of property within the Commercial
Corridor (CC) zone shall utilize the requirements of the Mixed-Use Development Regulations
under Chapter 20.110 as the primary land use pursuant to §20.36.020(g), except those
properties along Smokey Point Boulevard from 174th Street south to city limits in accordance
with §20.32.080.
(c) The overlay will provide for the efficient use of property by requiring the mixed use of
properties in a manner that allows for residential development to co-exist with commercial,
retail and specific light manufacturing uses. This promotes the creation of attractive,
sustainable neighborhoods which enable walkability and less automobile dependency. The
performance standards/design guidelines set forth in Chapter 20.110 place limitations on the
characteristics of uses located in these districts.
ORDINANCE NO. 2026-XXX 6
Section 9. Arlington Municipal Code section 20.36.100 shall be hereby amended as follows:
20.36.100 Official Zoning Map.
There shall be a map known and designated as the Official Zoning Map, which shall show the
boundaries of all zoning districts within the city’s planning jurisdiction. The Official Zoning Map
shall be dated with the most recent update, and kept in the Community & Economic
Development Department. A digital file shall be kept and maintained by the Geographical
Information Systems (GIS) department at the direction of the Community & Economic
Development Director or his/her designee.
Section 10. Arlington Municipal Code 20.36.105 shall be hereby repealed:
Section 11. Arlington Municipal Code section 20.36.110 shall be hereby amended as
follows:
20.36.110 Amendments to Official Zoning Map.
(a) Amendments to the Official Zoning Map are accomplished using the same procedures that
apply to other amendments to this Title, as set forth in Chapter 20.96 (Amendments).
(b) The Community & Economic Development Director shall ensure the Official Zoning Map is
updated with assistance from the Geographic Information Systems (GIS) Department as soon
as possible after the City Council adopts amendments to it. Upon entering any such
amendment on the map, the Community & Economic Development Director shall change the
date of the map to indicate its latest revision. New prints of the updated map may then be
issued.
(c) No unauthorized person may alter or modify the Official Zoning Map.
(d) The Community & Economic Development Department shall keep copies of superseded
prints of the zoning map for historical reference.
Section 15. Severability. Should any section, paragraph, sentence, clause or phrase of this
ordinance, or its application to any person or circumstance, be declared unconstitutional or
otherwise invalid for any reason, or should any portion of this ordinance be pre-empted by state
or federal law or regulation, such decision or pre-emption shall not affect the validity of the
remaining portions of this ordinance or its application to other persons or circumstances.
Section 16. Effective Date. The title of this ordinance which summarizes the contents
shall be published in the official newspaper of the City. This ordinance shall take effect and be in
full force five (5) days after the date of publication as provided by law.
ORDINANCE NO. 2026-XXX 7
PASSED by the City Council of the City of Arlington and APPROVED by the Mayor this
______ day of _____________________, 2026.
CITY OF ARLINGTON
____________________________________
Don E. Vanney, Mayor
ATTEST:
___________________________________
Wendy Van Der Meersche, City Clerk
APPROVED AS TO FORM:
___________________________________
Oskar Rey, City Attorney
City of Arlington Council Agenda Bill WS # 3 Attachment
COUNCIL MEETING DATE: April 13, 2026 SUBJECT: Ordinance Approving Amendment to AMC Chapter 20.68 Signs ATTACHMENTS: Ordinance, Code Amendment Overview, Planning Commission Findings of Fact, and Staff Report DEPARTMENT OF ORIGIN Community & Economic Development; Ameresia Lawlis, Associate Planner EXPENDITURES REQUESTED: None BUDGET CATEGORY: BUDGETED AMOUNT: N/A LEGAL REVIEW: DESCRIPTION: for Exceptional Efforts, provides a new section in compliance with Engrossed Senate Bill 5206 amendment to the Revised Code of Washington RCW 69.50.369 relating to cannabis retailer advertising, amending location and height requirements of signs attached to buildings, updating 20.68.590 Commercial Corridor regulations in accordance with Section 20.32.080, and provide new, updated and revised language to ensure clarity and consistency of the regulations throughout the chapter. The proposal also includes updating the language regarding menu signs. HISTORY: and Economic Development Department needed to provide clarification regarding regulations within certain zones or for certain situations that have arose and create a new section regarding state regulated marijuana signage. The proposed zoning code amendments are required to comply with the state law and local requirements. ALTERNATIVES: Remand to staff for additional information
move to approve the ordinance amending AMC Chapter 20.68 and authorize the Mayor to sign the
Page 1 of 2
New or Renamed Table of Contents Code Sections:
• 20.68.050
o Renamed section and replaced
New Language Sections:
• 20.68.050 Cannabis Retailers Restrictions and Regulations
o Regulations and restrictions on cannabis signage per new state law.
Updated Language Sections:
• General language cleanup and clari�ication
o 20.68.010 Permit Required for Signs
o 20.68.170 Changeable Text Signs
o 20.68.270 Changeable Text Signs
o 26.68.370 Changeable Text Signs
o 20.68.470 Changeable Text Signs
o 20.68.570 Changeable Text Signs
o 20.68.130 Total Sign Surface Area
o 20.68.150 Freestanding Signs
o 20.68.230 Total Sign Surface Area of Signs Attached to Buildings
o 20.68.250 Freestanding Signs
o 20.68.230 Total Sign Surface Area of Signs Attached to Buildings
o 20.68.340 Freestanding Signs
o 20.68.430 Total Sign Surface Area of Signs Attached to Buildings
o 20.68.450 Freestanding Signs
o 20.68.530 Total Sign Surface Area of Signs Attached to Buildings
o 20.68.550 Freestanding Signs
o 20.68.630 Total Sign Surface Area of Signs Attached to Buildings
• 20.68.070 Illegal Signs
o Removed the restriction of signage construction date to clarify that all signs must receive proper permitting regardless of when it was constructed.
• Removed restrictions based on number of stories and clari�ied other height regulations and provided a more consistent requirement.
o 20.68.140 Location and Height Requirements of Signs Attached to Buildings
o 20.68.240 Location and Height Requirements of Signs Attached to Buildings
o 20.68.340 Location and Height Requirements of Signs Attached to Buildings
o 20.68.440 Location and Height Requirements of Signs Attached to Buildings
o 20.68.540 Location and Height Requirements of Signs Attached to Buildings
o 20.68.640 Location and Height Requirements of Signs Attached to Buildings
AMC Chapter 20.68 Signs
Zoning Code Amendment Overview Summary - Ameresia Lawlis, Associate Planner
Page 2 of 2
• Updated menu sign language to restrict menu signs based on number of drive-thru lanes rather than altogether.
o 20.68.240 Freestanding Sign
o 20.68.450 Freestanding Sign
o 20.68.650 Freestanding Signs
• 20.68.590 Commercial Corridor Regulations
o Exempted signs located along Smokey Point Blvd from 174th St south to the City Limits in accordance with the Nonconforming Code (AMC 20.32)
Removed Language Sections:
• Removed Incentive Provisions for Exceptional Efforts because this section was subjective and almost impossible to administer consistently.
o 20.68.130 Total Sign Surface Area
o 20.68.150 Freestanding Signs
o 20.68.230 Total Sign Surface Area of Signs Attached to Buildings
o 20.68.250 Freestanding Signs
o 20.68.230 Total Sign Surface Area of Signs Attached to Buildings
o 20.68.340 Freestanding Signs
o 20.68.430 Total Sign Surface Area of Signs Attached to Buildings
o 20.68.450 Freestanding Signs
o 20.68.530 Total Sign Surface Area of Signs Attached to Buildings
o 20.68.550 Freestanding Signs
o 20.68.630 Total Sign Surface Area of Signs Attached to Buildings
• RCW 69.50.369 Cannabis producers, processors, researchers, retailers—Advertisements—Rules—Penalty.
Washington State Legislation or Other Requirements
Staff Report & Recommendation
AMC Chapter 20.68 Zoning Code Amendment – PJ25-0047
Page 1 of 4
PLANNING COMMISSION STAFF REPORT & RECOMMENDATION
To: Planning Commission
From: Ameresia Lawlis, Associate Planner
Meeting Date: March 27, 2026
Date Prepared: April 13, 2026
Regarding: 2026 AMC Chapter 20.68 Zoning Code Amendment – PJ25-0047
A. INTRODUCTION The AMC Chapter 20.68 Zoning Code Amendments is a City-initiated amendment to the Arlington Municipal code that includes updates to the Signs chapter. Included with this staff report is the proposed code amendments (Attachment A).
GENERAL INFORMATION
Applicant: City of Arlington
Project Description: 2026 AMC Chapter 20.68 Zoning Code Amendment
Requested Action: City Council Approval
B. DETAILED PROJECT INFORMATION The 2026 AMC Chapter 20.68 Zoning Code Amendment involves removal of Section 20.68.050 – Incentive Provisions for Exceptional Efforts, provides a new section in compliance with Engrossed Senate Bill 5206 amendment to the Revised Code of Washington RCW 69.50.369 relating to cannabis retailer advertising, amending location and height requirements of signs attached to buildings, updating 20.68.590 Commercial Corridor regulations in accordance with Section 20.32.080, and provide new, updated and revised language to ensure clarity and consistency of the regulations throughout the chapter.
Planning Division th
Staff Report & Recommendation
AMC Chapter 20.68 Zoning Code Amendment – PJ25-0047
Page 2 of 4
C. REGULATORY REQUIREMENTS, FINDINGS, AND CONCLUSIONS 1. SEPA COMPLIANCE:
Type of Determination Issued Date Distribution and Public Notice
SEPA Determination on Non-Significance (DNS) 2/25/2026 City Public Notice Website Emailed to Review Agencies Posted at City Hall and Arlington Library The Herald Published Date – 2/27/2026 Comment Period – 2/27/2026 to 3/13/2026 Public comments received during the public comment period.
Comment Summary City Response No comments received to date. Not Applicable 2. PUBLIC NOTIFICATION/INVOLVEMENT:
Public Notice and
Meeting Type Meeting Date(s) Distribution and Public Notice Planning Commission Public Meeting Presentations Workshop: 3/3/2026 Meeting: 3/17/2026 Planning Commission Agenda Online Planning Commission Email Distribution List Washington State Department of Commerce (RCW 36.70A.106) N/A Date Sent for Review – 2/12/2026 Deadline for 60-Day Review – 4/13/2026
Planning Commission Public Hearing 3/17/2026 City Public Notice Website Planning Commission Agenda Online Planning Commission Email Distribution List The Herald Published Date – 2/27/2026 City Council Public Meeting Presentations
Workshop: 4/13/2026 Meeting: 4/20/2026 City Council Agenda Online City Council Email Distribution List Agency Comments:
Comment Summary Date Received City Response
No comments received to date. Not applicable
Staff Report & Recommendation
AMC Chapter 20.68 Zoning Code Amendment – PJ25-0047
Page 3 of 4
3. COMPREHENSIVE PLAN COMPLIANCE:
Goal or
Policy Goal Description Summary LU-2 Ensure equitable access to City resources and programs through proactive and transparent outreach efforts, completed on multiple platforms, and where appropriate, in multiple languages. LU-2.1 Regularly review existing development regulations to remove requirements that unnecessarily hinder the development process. H-1.5 Review and continue to streamline development standards and regulations to reduce barriers to development, provide flexibility, and minimize additional costs to housing. H-1.7 Consider the economic implications of proposed building and land use regulations so the intended public benefit is achieved with limited additional cost to housing. ED – 3.1 Maintain a favorable business climate through fair and consistent implementation of City of Arlington regulations, a streamlined and predictable permit process, and excellent customer service. ED – 3.2 Collaborate with businesses to identify specialized infrastructure, building design, transportation, or other needs required to maintain business operation. ED – 6.5 Support the expeditious processing of development applications. Continue requiring development activities to meet all applicable environmental protection, land use, and other applicable provisions and standards. 4. COMPLIANCE WITH AMC CHAPTER 20.96 - AMENDMENTS
Regulation Meets (a) Amendments to the text of this title may be made in accordance with the provisions of this chapter. has followed the provision of Chapter 20.96 by being processed through the 2026 Docket as a Development Regulation Amendment. Development Regulations. (a) All proposed text amendments to the development or zoning regulations shall be developed, submitted, and presented by the city staff, based on direction from the city council, planning commission, or the director of community and economic development.
process. The City Council approved the 2026 Final Docket through Resolution 2025-009.
Staff shall transmit to the department of commerce copies of all proposed amendments to the city’s development regulations at least sixty days in advance of adoption, as required by RCW 36.70A.106.
Department of Commerce on February 12, 2026, for review.
Regulation Amendments. (a) An open record public hearing shall be held before the planning commission for all amendments. (c) The city shall give public notice of all public hearings as required by section 20.24.020.
hearing at the March 17, 2026, Planning Commission Meeting. The public noticing is described under Section 2 above.
Staff Report & Recommendation
AMC Chapter 20.68 Zoning Code Amendment – PJ25-0047
Page 4 of 4
Regulation Meets 20.96.130 Planning Commission Review of Development Regulation Amendments. The planning commission shall issue a recommendation for approval, approval subject to recommended modifications or conditions of approval, continuance, or a decision of denial, which decision shall be forwarded to the city council for review and decision.
Findings of Fact that is signed by the Chair. City Staff then includes the Findings of Fact within the City Council packet for review prior to the City Council workshop and meeting.
Development Regulation Amendments. The city council’s approval, modification, deferral, or denial of a development regulations amendment proposal shall be based on the following criteria: (1) The proposed amendment is consistent with the goals, objectives, and policies of the Comprehensive Plan, the Multi-County Planning Policies, County Planning Policies, and the Growth Management Act, RCW Chapter 36.70A; and (2) The proposed change is necessary to further the public interest based on present needs and conditions.
provided by staff and considers the goals and objectives of the Comprehensive Plan, County Planning Policies, the Growth Management Act, and RCW Chapter 36.70A, along with the overall public interest prior to considering a decision.
(d) RECOMMENDATION Staff recommends City Council approve the 2026 AMC Chapter 20.68 Zoning Code Amendment, PJ25-0047.
ORDINANCE NO. 2026-XXX 1
ORDINANCE NO. 2026-XXX
AN ORDINANCE OF THE CITY OF ARLINGTON, WASHINGTON AMENDING CHAPTER 20.68
OF THE ARLINGTON MUNICIPAL CODE REGARDING SIGNS
UNDER CITY PLANNING NO. PJ25-0047
WHEREAS, the city has proposed an update to the Signs regulations to the City zoning
code; and
WHEREAS, the Arlington Planning Commission considered the revisions on March 3, 2026
and at a public hearing conducted on March 17, 2026; and
WHEREAS, the Planning Commission made findings and provided its recommendations to
the City Council concerning the proposed changes; and
WHEREAS, the City Council considered the same at a workshop held on April 13, 2026, a
meeting on April 20, 2026, and considered them along with the Planning Commission
recommendations; and the City Council having determined approving said amendment was in
the best interest of the City; and
WHEREAS, the amendments were presented to the Department of Commerce for
comment and said Department had no comments on the ordinance; and
WHEREAS, the City Council has considered the proposed amendment to the municipal
code and finds it to be consistent with city and state law and in the best interests of the citizens;
and
NOW, THEREFORE, the City Council of the City of Arlington does hereby ordain as follows:
Section 1. Arlington Municipal Code section 20.68.010 shall be hereby amended as
follows:
20.68.10 Permit Required for Signs.
(d) Sign permit applications shall be governed by the same provisions of this title applicable to
zoning permits as provided in Chapter 20.16, (Permits and Land Division Approval).
Section 2. Arlington Municipal Code section 20.68.045 shall be hereby amended as
follows:
20.68.45 Miscellaneous Restrictions and Prohibitions.
(c) Signs that revolve or are animated or that use movement or apparent movement to attract
the attention of the public are prohibited. Without limiting the foregoing, banners, streamers,
animated display boards, pennants, and propellers are prohibited, but signs that only move
occasionally because of wind are not prohibited if their movement (i) is not a primary design
feature of the sign, and (ii) is not intended to attract attention to the sign. The restriction of this
ORDINANCE NO. 2026-XXX 2
subsection shall not apply to barber poles or signs specified in §20.68.025(a)(4) (Certain
Temporary Signs: Permit Exemptions and Additional Regulations).
Section 3. Arlington Municipal Code section 20.68.050 shall be hereby repealed:
Section 4. Arlington Municipal Code section 20.68.050 shall be hereby added as
follows:
20.68.050 Cannabis Retailers Restrictions and Regulations.
(a) Applicability. This section applies to any state-licensed cannabis business operating within
the City, including cannabis retailers, processors, and producers, and to any sign or
advertising display installed, displayed, or maintained by or on behalf of such business,
whether located on or off the premises. RCW 69.50.369, as now exists or as hereafter
amended, is adopted by reference and incorporated into this chapter.
(b) Retailers—state law adopted by reference. Cannabis retailer signage and advertising shall
comply with RCW 69.50.369 and applicable Washington State Liquor and Cannabis Board
rules, as amended.
(c) Producers and processors—state law compliance. Cannabis producer and processor signage
and advertising shall comply with applicable state law and Washington State Liquor and
Cannabis Board rules, as amended, and in accordance with RCW 69.50.369.
(d) Distance Restrictions (1,000 feet).
No licensed cannabis producer, processor, researcher or retailer may place or maintain, or
cause to be placed or maintained, any sign or other advertisement for a cannabis business
or cannabis product, including usable cannabis concentrates, or cannabis-infused product,
in any form or through any medium whatsoever within one thousand feet of the perimeter
of a school grounds, playground, recreation center or facility, child care center, public park,
or library, or any game arcade admission that allows admittance of persons under the age
of 21.
(e) Prohibited signs (all cannabis businesses). The following sign types are prohibited for
cannabis businesses in all zoning districts:
(1) Portable signs. A sign that is not permanently affixed to the ground or to a structure,
including an A-frame or sidewalk sign.
(2) Mobile signs. A sign attached to, or displayed on, a vehicle, trailer, or similar device
when the primary purpose is advertising rather than transportation. This does not
prohibit ordinary business identification on vehicles used in the normal course of
business.
(3) Inflatables and attention-attracting devices. Inflatables, air-dancers, tethered balloons,
pennants, spinners, streamers, or similar attention-attracting devices used for
advertising.
(4) Projected or light-cast advertising. Projected images, laser displays, or other light-cast
advertising onto buildings, sidewalks, streets, or other surfaces.
(5) Sound-emitting signs. Any sign or advertising device that emits sound.
ORDINANCE NO. 2026-XXX 3
(e) Conflicts. Where this chapter is more restrictive than state law or Washington State Liquor
and Cannabis Board rules, this chapter controls. Where state law or Washington State
Liquor and Cannabis Board rules are more restrictive, the state standard controls.
(f) Enforcement. Any sign installed, maintained, or displayed in violation of this section is
subject to §20.68.070 (Illegal Signs) and enforcement pursuant to Chapter 20.28
(Enforcement & Review) and/or AMC Title 11, as applicable.
Section 5. Arlington Municipal Code section 20.68.055 shall be hereby amended as
follows:
20.68.055 Maintenance of Signs.
(c) If the message portion of a sign is removed, leaving only the supporting “shell” of a sign or the
owner of the property where the sign is located or other person having control over such sign
shall, within thirty days of the removal of the message portion of the sign, either replace the
entire message portion of the sign, install a “blank” sign facing, or remove the remaining
components of the sign. In cases where a blank sign facing is temporarily installed, said facing
shall be in place for no longer than twelve months, after which all components must be removed.
This subsection shall not be construed to alter the effect of § 20.68.065(c) (Nonconforming Signs),
which prohibits the replacement of a nonconforming sign, nor shall this subsection be construed
to prevent the changing of the message of a sign.
Section 6. Arlington Municipal Code section 20.68.070 shall be hereby amended as
follows:
20.68.070 Illegal Signs.
(a) Any sign erected, installed, altered or maintained without a required sign permit or in
violation of this chapter is an illegal sign.
(b) The burden of establishing a sign to be legal under this section rests upon the person or
persons, firm, or corporation claiming legal status for a sign.
(c) If a permit is not obtained, then the City may initiate enforcement procedures pursuant to
Chapter 20.28 (Enforcement & Review) or AMC Title 11.
Section 7. Arlington Municipal Code section 20.68.130 shall be hereby amended as
follows:
20.68.130 Total Sign Surface Area.
(a) Unless otherwise provided in this chapter, such as pursuant to §20.68.180 (Subdivision and
Multi-Family Development Entrance Signs), the total surface area devoted to all signs on any
lot in the RULC, RLC, R-MOD, RMC, OTR, and RHC zones shall not exceed the limitations set
forth in this section, and all signs, except temporary signs, shall be included in this calculation.
ORDINANCE NO. 2026-XXX 4
Section 8. Arlington Municipal Code section 20.68.140 shall be hereby amended as
follows:
20.68.140 Location and Height Requirements of Signs Attached to Buildings.
(a) Signs attached to a building may be placed at any height on a building façade, provided the
sign does not extend above the roofline, parapet line, or eave line of the façade on which it
is mounted, and complies with the size regulations established in §20.68.130 (Total Sign
Surface Area).
(b) No sign may be placed upon any roof surface, except that for purposes of this section, roof
surfaces constructed at an angle of seventy-five degrees or more from horizontal shall be
regarded as wall space.
(c) No flush-mounted wall sign attached to a building may project more than twelve inches from
the building wall.
Section 9. Arlington Municipal Code section 20.68.150 shall be hereby amended as
follows:
20.68.150 Freestanding Signs.
(a) Except as provided in §20.68.180 (Subdivision and Multi-Family Development Entrance Signs)
freestanding signs are prohibited in the RULC, RLC, R-MOD, RMC, OTR, and RHC zones for any
residential or residential accessory uses (Table of Permissible Uses, §20.40).
(b) Freestanding signs are allowed in the RULC, RLC, R-MOD, RMC, OTR, and RHC zones for
permissible non-residential uses subject to the following standards.
(e) Maximum Sign Surface Area—Keeping in mind there is a limit to the total sign surface area
for any particular lot ( In the RULC, RLC, R-MOD, RMC, OTR, and RHC zones a single side of a
freestanding sign may not exceed 0.3 square feet in surface area for every linear foot of street
frontage along the street toward which such sign is primarily oriented. However, in no case
may a single side of a freestanding sign exceed fifty square feet in surface area if the lot on
which the sign is located has less than two hundred feet of frontage on the street toward
which that sign is primarily oriented, seventy-five square feet on lots with two hundred or
more but less than four hundred feet of frontage, and one hundred square feet on lots with
four hundred or more feet of frontage. With respect to freestanding signs that have no
discernible sides, such as spheres or other shapes not composed of flat planes, no such
freestanding sign may exceed the maximum total surface area allowed for a single side of a
freestanding sign.
Section 10. Arlington Municipal Code section 20.68.170 shall be hereby amended as
follows:
20.68.170 Changeable Text Signs (Readerboards).
(a) Changeable text signs are prohibited for all residential and residential accessory uses (Table
of Permissible Uses, §20.40) in the RULC, RLC, R-MOD, RMC, OTR, and RHC zones.
ORDINANCE NO. 2026-XXX 5
(b) For permissible non-residential uses, each use may have changeable text signs, though the
total aggregate surface area of such sign(s) may not exceed ten percent of the use’s total
allowable permitted signage pursuant to §20.68.130 (Total Sign Surface Area).
Section 11. Arlington Municipal Code section 20.68.230 shall be hereby amended as
follows:
20.68.230 Total Sign Surface Area of Signs Attached to Buildings.
(a) Unless otherwise provided in this chapter, the total surface area devoted to all signs on any
building or leased space of a multi-tenant establishment as per §20.68.015 (Master Sign
Programs for Multi-Tenant Sites) in the GC and NC zones shall not exceed the limitations set
forth in this section, except that each establishment shall be allowed a minimum of twenty
square feet regardless of the number of square feet of the first floor building frontage and all
signs except temporary signs shall be included in this calculation.
Section 12. Arlington Municipal Code section 20.68.240 shall be hereby amended as
follows:
20.68.240 Location and Height Requirements of Signs Attached to Buildings.
(a) — Signs attached to a building may be placed at any height on a building façade, provided
the sign does not extend above the roofline, parapet line, or eave line of the façade on which
it is mounted and complies with the size regulations established in §20.68.230 (Total Sign
Surface Area).
(b) No sign may be placed upon any roof surface, except that for purposes of this section, roof
surfaces constructed at an angle of seventy-five degrees or more from horizontal shall be
regarded as wall space.
(c) For gas pump canopies—No sign may be placed on or above the cornice line.
(d) No flush-mounted wall sign attached to a building may project more than twelve inches from
the building wall.
Section 13. Arlington Municipal Code section 20.68.250 shall be hereby amended as
follows:
20.68.250 Freestanding Signs.
(a) Freestanding signs are allowed in the GC and NC zones subject to the following requirements.
(e) Menu Signs for Drive-Through Restaurants—Restaurants offering drive-through services may
have one single-sided menu sign identifying menu selections and two-way speaker system for
purposes of ordering per drive-thru queuing lane. The maximum size of such signs is thirty square
feet. The maximum height is ten feet. (Note: Drive-through restaurants are not a permissible use
in the NC District.)
ORDINANCE NO. 2026-XXX 6
Section 14. Arlington Municipal Code section 20.68.270 shall be hereby amended as
follows:
20.68.270 Changeable Text Signs (Readerboards).
Changeable text signs are permissible in the Neighborhood Commercial and General Commercial
zones. Each business may have changeable text signs, though the total aggregate surface area of
such sign(s) may not exceed ten percent of the business’ total allowable permitted signage
pursuant to §20.68.230 (Total Sign Surface Area of Signs Attached to Buildings).
Section 15. Arlington Municipal Code section 20.68.330 shall be hereby amended as
follows:
20.68.330 Total Sign Surface Area of Signs Attached to Buildings.
(a) Unless otherwise provided in this chapterthe total surface area devoted to all signs on any
building or leased space of a multi-tenant establishment (as per §20.68.015 (Master Sign
Programs for Multi-Tenant Sites) in the OTBD-1 zone shall not exceed the limitations set forth
in this section, except that each establishment shall be allowed a minimum of twenty square
feet regardless of the number of square feet of the first floor or building frontage, and all
signs except temporary signs shall be included in this calculation.
Section 16. Arlington Municipal Code section 20.68.340 shall be hereby amended as
follows:
20.68.340 Location and Height Requirements of Signs Attached to Buildings.
(a) For buildings with more than one story— Signs attached to a building may be placed at any
height on a building façade, provided the sign does not extend above the roofline, parapet
line, or eave line of the façade on which it is mounted and complies with the size regulations
established in §20.68.330 (Total Sign Surface Area).
Section 17. Arlington Municipal Code section 20.68.350 shall be hereby amended as
follows:
20.68.350 Freestanding Signs.
(a) Freestanding signs are allowed in the OTBD-1 zone subject to the following requirements.
Section 18. Arlington Municipal Code section 20.68.370 shall be hereby amended as
follows:
20.68.370 Changeable Text Signs (Readerboards).
Changeable text signs are permissible in the OTBD-1 zone. Each business may have changeable
text signs, though the total aggregate surface area of such sign(s) may not exceed ten percent of
the business’ total allowable permitted signage pursuant to §20.68.330, (Total Sign Surface Area
of Signs Attached to Buildings).
ORDINANCE NO. 2026-XXX 7
Section 19. Arlington Municipal Code section 20.68.430 shall be hereby amended as
follows:
20.68.430 Total Sign Surface Area of Signs Attached to Buildings.
(a) Unless otherwise provided in this chapter, the total surface area devoted to all signs on any
building or leased space of a multi-tenant establishment (as per §20.68.015 (Master Sign
Programs for Multi-Tenant Sites) in the OTBD-2 and OTBD-3 zones shall not exceed the
limitations set forth in this section, except that each establishment shall be allowed a
minimum of twenty square feet regardless of the number of square feet of the first floor or
building frontage, and all signs except temporary signs shall be included in this calculation.
Section 20. Arlington Municipal Code section 20.68.440 shall be hereby amended as
follows:
20.68.440 Location and Height Requirements of Signs Attached to Buildings.
(a) For buildings with more than one story— Signs attached to a building may be placed at any
height on a building façade, provided the sign does not extend above the roofline, parapet
line, or eave line of the façade on which it is mounted and complies with the size regulations
established in §20.68.430 (Total Sign Surface Area).
Section 21. Arlington Municipal Code section 20.68.450 shall be hereby amended as
follows:
20.68.450 Freestanding Signs.
(a) Freestanding signs are allowed in the OTBD-2 and OTBD-3 zones subject to the following
requirements.
(e) Menu Signs for Drive-Through Restaurants—Restaurants offering drive-through services may
have one single-sided menu sign identifying menu selections and two-way speaker system for
purposes of ordering per drive-thru queuing lane. The maximum size of such signs is thirty square
feet. The maximum height is ten feet.
Section 22. Arlington Municipal Code section 20.68.470 shall be hereby amended as
follows:
20.68.470 Changeable Text Signs (Readerboards).
Changeable text signs are permissible in the OTBD-2 and OTBD-3 zones. Each business may have
changeable text signs, though the total aggregate surface area of such sign(s) may not exceed
ten percent of the business’ total allowable permitted signage pursuant to §20.68.430, (Total
Sign Surface Area for Signs Attached to Buildings).
ORDINANCE NO. 2026-XXX 8
Section 22. Arlington Municipal Code section 20.68.530 shall be hereby amended as
follows:
20.68.530 Total Sign Surface Area of Signs Attached to Buildings.
(a) Unless otherwise provided in this chapter, the total surface area devoted to all signs on any
building or leased space of a multi-tenant establishment (as per §20.68.015 (Master Sign
Programs for Multi-Tenant Sites) in the HC zone shall not exceed the limitations set forth in
this section, except that each establishment shall be allowed a minimum of twenty square
feet regardless of the number of square feet of the first floor or building frontage, and all
signs except temporary signs shall be included in this calculation.
Section 23. Arlington Municipal Code section 20.68.540 shall be hereby amended as
follows:
20.68.540 Location and Height Requirements of Signs Attached to Buildings.
(a) For buildings with more than one story— Signs attached to a building may be placed at any
height on a building façade, provided the sign does not extend above the roofline, parapet
line, or eave line of the façade on which it is mounted and complies with the size regulations
established in §20.68.530 (Total Sign Surface Area).
Section 24. Arlington Municipal Code section 20.68.550 shall be hereby amended as
follows:
20.68.550 Freestanding Signs.
(a) Freestanding signs are allowed in the HC zone subject to the following requirements.
Section 25. Arlington Municipal Code section 20.68.570 shall be hereby amended as
follows:
20.68.570 Changeable Text Signs (Readerboards).
Changeable text signs are permissible in the HC zone. Each business may have changeable text
signs, though the total aggregate surface area of such sign(s) may not exceed ten percent of the
business’ total allowable permitted signage pursuant to §20.68.530, Total Sign Surface Area for
Signs Attached to Buildings).
Section 26. Arlington Municipal Code section 20.68.590 shall be hereby amended as
follows:
20.68.590 Commercial Corridor Regulation
(a) All new development, change of uses, or redevelopment of property within the Commercial
Corridor zone shall comply with the sign requirements in the Mixed-Use Development
Regulations under Chapter 20.110, except those properties along Smokey Point Boulevard
from 174th Street south to city limits in accordance with §20.32.080 (Nonconforming Uses in
the Commercial Corridor Zone).
ORDINANCE NO. 2026-XXX 9
Section 27. Arlington Municipal Code section 20.68.630 shall be hereby amended as
follows:
20.68.630 Total Sign Surface Area of Signs Attached to Buildings.
(a) Unless otherwise provided in this chapter, the total surface area devoted to all signs on any
building or leased space of a multi-tenant establishment as per §20.68.015 (Master Sign
Programs for Multi-Tenant Sites) in the BP, GI, and LI zones shall not exceed the limitations
set forth in this section, and all signs except temporary signs shall be included in this
calculation.
Section 28. Arlington Municipal Code section 20.68.640 shall be hereby amended as
follows:
20.68.640 Location and Height Requirements of Signs Attached to Buildings.
(a) For buildings with more than one story— Signs attached to a building may be placed at any
height on a building façade, provided the sign does not extend above the roofline, parapet
line, or eave line of the façade on which it is mounted and complies with the size regulations
established in §20.68.630.
Section 29. Arlington Municipal Code section 20.68.650 shall be hereby amended as
follows:
20.68.650 Freestanding Signs.
(a) Freestanding signs are allowed in the BP, GI, and LI zones subject to the following
requirements.
(e) Menu Signs for Drive-Through Restaurants—Restaurants offering drive-through services may
have one single-sided menu sign identifying menu selections and two-way speaker system for
purposes of ordering per drive-thru queuing lane. The maximum size of such signs is thirty square
feet. The maximum height is ten feet. (Note: Drive-through restaurants are not a permissible use
in the BP District.)
Section 30. Arlington Municipal Code section 20.68.670 shall be hereby amended as
follows:
20.68.670 Changeable Text Signs (Readerboards).
Changeable text signs are permissible in the BP, GI, and LI zones. Each business may have
changeable text signs, though the total aggregate surface area of such sign(s) may not exceed
ten percent of the business’ total allowable permitted signage pursuant to §20.68.630, (Total
Sign Surface Area for Signs Attached to Buildings).
ORDINANCE NO. 2026-XXX 10
Section 31. Arlington Municipal Code section 20.68.730 shall be hereby amended as
follows:
20.68.730 Total Sign Surface Area of Signs Attached to Buildings.
(a) Unless otherwise provided in this chapter, the total surface area devoted to all signs on any
building or leased space of a multi-tenant establishment (as per §20.68.015 (Master Sign
Programs for Multi-Tenant Sites) in MS zone shall not exceed the limitations set forth in this
section, and all signs except temporary signs shall be included in this calculation.
Section 32. Arlington Municipal Code section 20.68.740 shall be hereby amended as
follows:
20.68.740 Location and Height Requirements of Signs Attached to Buildings.
(a) For buildings with more than one story— Signs attached to a building may be placed at any
height on a building façade, provided the sign does not extend above the roofline, parapet
line, or eave line of the façade on which it is mounted and complies with the size regulations
established in §20.68.730 Total Sign Surface Area.
Section 33. Arlington Municipal Code section 20.68.750 shall be hereby amended as
follows:
20.68.750 Freestanding Signs.
(a) Freestanding signs are allowed in the MS zone subject to the following requirements.
Section 34. Arlington Municipal Code section 20.68.770 shall be hereby amended as
follows:
20.68.770 Changeable Text Signs (Readerboards).
Changeable text signs are permissible in the MS zone. Each business may have changeable text
signs, though the total aggregate surface area of such sign(s) may not exceed ten percent of the
business’ total allowable permitted signage pursuant to §20.68.730, (Total Sign Surface Area for
Signs Attached to Buildings).
ORDINANCE NO. 2026-XXX 11
Section 35. Arlington Municipal Code section 20.68.830 shall be hereby amended as
follows:
20.68.830 Total Sign Surface Area of Signs Attached to Buildings.
(a) Unless otherwise provided in this chapter, the total surface area devoted to all signs on any
building or leased space of a multi-tenant establishment as per §20.68.015 (Master Sign
Programs for Multi-Tenant Sites) in the AF zone shall not exceed the limitations set forth in
this section, and all signs except temporary signs shall be included in this calculation.
Section 36. Arlington Municipal Code section 20.68.840 shall be hereby amended as
follows:
20.68.840 Location and Height Requirements of Signs Attached to Buildings.
(a) For buildings with more than one story— Signs attached to a building may be placed at any
height on a building façade, provided the sign does not extend above the roofline, parapet
line, or eave line of the façade on which it is mounted and complies with the size regulations
established in §20.68.830 (Total Sign Surface Area).
Section 37. Arlington Municipal Code section 20.68.850 shall be hereby amended as
follows:
20.68.850 Freestanding Signs.
(a) Freestanding signs are allowed in the AF zone subject to the following requirements.
Section 38. Arlington Municipal Code section 20.68.870 shall be hereby amended as
follows:
20.68.870 Changeable Text Signs (Readerboards).
Changeable text signs are permissible in the AF zone. Each business may have changeable text
signs, though the total aggregate surface area of such sign(s) may not exceed ten percent of the
business’ total allowable permitted signage pursuant to §20.68.830, (Total Sign Surface Area for
Signs Attached to Buildings).
ORDINANCE NO. 2026-XXX 12
Section 39. Arlington Municipal Code section 20.68.930 shall be hereby amended as
follows:
20.68.930 Total Sign Surface Area of Signs Attached to Buildings.
(a) Unless otherwise provided in this chapter the total surface area devoted to all signs on any
building or leased space of a multi-tenant establishment, as per §20.68.015 (Master Sign
Programs for Multi-Tenant Sites) in the P/SP zone shall not exceed the limitations set forth in
this section, and all signs except temporary signs shall be included in this calculation.
Section 40. Arlington Municipal Code section 20.68.940 shall be hereby amended as
follows:
20.68.940 Location and Height Requirements of Signs Attached to Buildings.
(a) For buildings with more than one story— Signs attached to a building may be placed at any
height on a building façade, provided the sign does not extend above the roofline, parapet
line, or eave line of the façade on which it is mounted and complies with the size regulations
established in §20.68.930 (Total Sign Surface Area).
Section 41. Arlington Municipal Code section 20.68.950 shall be hereby amended as
follows:
20.68.950 Freestanding Signs.
(a) Freestanding signs are allowed in the P/SP zone subject to the following requirements.
Section 42. Arlington Municipal Code section 20.68.970 shall be hereby amended as
follows:
20.68.970 Changeable Text Signs (Readerboards).
Changeable text signs are permissible in the P/SP zone. Each business may have changeable text
signs, though the total aggregate surface area of such sign(s) may not exceed ten percent of the
business’ total allowable permitted signage pursuant to §20.68.930, Total Sign Surface Area for
Signs Attached to Buildings).
Section 15. Severability. Should any section, paragraph, sentence, clause or phrase of this
ordinance, or its application to any person or circumstance, be declared unconstitutional or
otherwise invalid for any reason, or should any portion of this ordinance be pre-empted by state
or federal law or regulation, such decision or pre-emption shall not affect the validity of the
remaining portions of this ordinance or its application to other persons or circumstances.
Section 16. Effective Date. The title of this ordinance which summarizes the contents
ORDINANCE NO. 2026-XXX 13
shall be published in the official newspaper of the City. This ordinance shall take effect and be in
full force five (5) days after the date of publication as provided by law.
PASSED by the City Council of the City of Arlington and APPROVED by the Mayor this
______ day of _____________________, 2026.
CITY OF ARLINGTON
____________________________________
Don E. Vanney, Mayor
ATTEST:
___________________________________
Wendy Van Der Meersche, City Clerk
APPROVED AS TO FORM:
___________________________________
Oskar Rey, City Attorney
City of Arlington Council Agenda Bill WS #4 Attachment
April 13, 2026
Purchase of Kostar property on the north of the Stillaguamish River for future potable well site.
-Parcel Location Map
-Purchase and Sale Agreement
Public Works; Jim Kelly, Director EXPENDITURES REQUESTED: $1,000,000.00 BUDGETED AMOUNT: $3,500,000.00 LEGAL REVIEW: DESCRIPTION: Property purchase for the Haller North Wellfield Project.
The City of Arlington has been looking for future potable well site locations for many years. Following a test well exploration regime that involved the installation of five test wells, four on the South side of the Stillaguamish River and one on the north side, it was determined that the one well site on the north side of the Stillaguamish River was the best option for long-term water production. This site provides protection from river surface water influence and provides an area for a wellhead protection zone. In addition, the test well proved that there is good water quality and a good producing aquifer approximately 98 ft below the surface. Negotiations with the property owner have been finalized for a five parcel purchase. The final sale price agreed to is $1,200,000, with the city paying $1,000,000 and a donation of $200,000 by the seller; the property appraised price is $1,300,000. ALTERNATIVES: 1.Remand to staff for further evaluation2.Do not approve the procurement
Workshop; discussion only. At the April 20, 2026 Council Meeting, the proposed motion will be: “I move that the City of Arlington approve the Kostar, LLC property purchase and authorize the mayor to sign the property procurement documents, subject to final approval by the City Attorney.”
Assessor Parcel
City Limits
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Aerial captured in 2024.
This data is provided ‘as is’ without warranty of any kind. The entire risk as to the results and performance of the data is assumed
by you. Should the data prove defective, you assume the entire cost of all necessary servicing, repair, or correction. These data and
corresponding attributes are not to be used for design purposes. Further, the City of Arlington does not warrant, guarantee, or make
any representations regarding the use of, or results from the use of the data in terms of correctness, accuracy, reliability,
currentness, or otherwise; and you rely on the data and results solely at your own risk. There are known gaps and inaccuracies in
the current data set and the provided information should be considered a draft and in-progress work. Washington State Law, Ch.
42.56 RCW, prohibits state and local agencies from providing access to lists of individuals intended for use for commercial
purposes and thus, no commercial use may be made of any Data comprising lists of individuals contained herein.
City of Arlington
Kostar Properties
Property Parcel Map
1 inch = 650 ft
Scale:CityMapLayoutsRevised/
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File:
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Cartographer:
1/31/2025
Date:
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1
REAL ESTATE PURCHASE AND SALE AGREEMENT
THIS REAL ESTATE PURCHASE AND SALE AGREEMENT (“Agreement”) is by
and between KOSTAR, LLC, a Washington limited liability company (“Seller”), and the CITY
OF ARLINGTON, a municipal corporation of the State of Washington (“Buyer”).
In consideration of the mutual covenants, conditions and promises contained herein, and
for other good and valuable consideration, the receipt and sufficiency of which is hereby
acknowledged, Seller and Buyer agree as follows:
1. Effective Date. This Agreement is dated and effective as of March ___, 2026. The
City Council shall have thirty (30) days from the execution of this Agreement by Seller to approve
the Agreement, otherwise the Seller’s signature shall be non-binding and this Agreement shall
have no legal effect.
2. Property to be Purchased. Seller agrees to sell to Buyer, and Buyer agrees to
purchase from Seller, the real property, together with any improvements thereon, depicted and
legally described in Exhibit A attached hereto and incorporated hereon, located in Snohomish
County, Washington (the “Property”).
3. Purchase Price. The purchase price for the Property is One Million Two Hundred
Thousand and 00/100 Dollars ($1,200,000.00) (the “Purchase Price”). The Buyer shall pay the
cash sum of One Million Dollars ($1,000,000.00) at closing. In addition, the Seller shall
contribute, and the Buyer agrees to accept, a donation at closing in the sum of Two Hundred
Thousand Dollars ($200,000). The Purchase Price shall be paid to Seller in U.S. dollars or its
equivalent at closing. The Buyer agrees to provide the Seller, at closing, documentation of said
donation, a copy of which is provided herein as Exhibit B, for use at the Seller’s sole discretion.
4. Earnest Money Deposit. Earnest Money Deposit. Within five (5) business days
after the Effective Date of this Purchase and Sale Agreement, Buyer will deposit with Escrow
Agent the sum of Ten Thousand and 00/100’s Dollars ($10,000.00) as an earnest money deposit
(the “Earnest Money Deposit”). Buyer shall instruct the Escrow Agent to release the Earnest
Money Deposit to Seller within three (3) business days of completion of the Contingency Period
described in Section 6, which shall be fully applicable to the Purchase Price due to Seller at
Closing. After release of the Earnest Money Deposit by the Buyer, it will be non-refundable to
Buyer in the event the sale does not close for any reason except withdrawal by the Seller, in which
case the Earnest Money Deposit will be fully refunded to the Buyer.
5. Title to Property.
5.1 Conveyance. On the Closing Date, Seller shall convey to Buyer fee simple
title to the Property by a duly executed and acknowledged standard form Statutory Warranty Deed
(the “Deed”).
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5.2 Title Commitment. Within seven (7) calendar days of the Effective Date
of this Agreement, Seller, at its expense, shall furnish to Buyer a preliminary title insurance
commitment (the “Commitment”) covering the Property, issued by First American Title Insurance
Company, Everett, Washington (the “Title Company”), together with copies of all recorded
documents listed as special exceptions therein. Buyer shall have twenty (20) calendar days after
receipt of the Title Report and exceptions with copies of all active leases with existing tenants,
within which to notify Seller in writing of Buyer’s disapproval of any exceptions shown in the
Title Report; provided, however, Buyer shall not be required to object to any monetary liens or
encumbrances. Subject to any monetary liens or encumbrances created by Buyer, Seller shall
cause any such monetary liens or encumbrances to be removed on or before the Closing. Failure
of Buyer to disapprove any exception within the twenty (20) calendar-day period shall be deemed
an approval of the exceptions shown in the Title Report. As to any exceptions to title placed of
record or first identified after issuance of the Title Report or revealed by any supplemental report,
there shall be a thirty (30) day period after Buyer’s receipt of the supplemental Title Report for
Buyer to review and approve such exceptions on the same basis as provided above and the closing
date shall be extended by such review period to accommodate such review.
5.3 Right to Cure Title Defects. If Buyer disapproves a title exception within
the time period provided in Section 5.2, Seller shall have five (5) days following receipt of Buyer’s
objection to give Buyer written notice specifying which objectionable title exceptions, if any,
Seller shall use commercially reasonable efforts to attempt to remove from title on or before the
Closing. If Seller gives Buyer such notice, but Seller is unable, despite Seller’s commercially
reasonable efforts, to remove any such objectionable title defect on or before the Closing, Buyer
may elect to either (i) terminate this Agreement, in which event all further rights and obligations
of the parties shall cease; or (ii) waive Buyer’s previous title objection and to proceed with the
purchase of and take the Property subject to such exception, without any reduction in the Purchase
Price and otherwise pursuant to the terms of this Agreement. If Seller either: (i) gives Buyer timely
notice that Seller has elected not to attempt to remove all of the objected to title exceptions; or (ii)
fails to give notice timely to Buyer, Buyer shall have five (5) calendar days after Buyer’s receipt
of Seller’s notice or the expiration of the five (5) day time period, as applicable, to notify Seller in
writing of Buyer’s election to (a) proceed with the purchase of and take the Property subject to
such previously disapproved exceptions without any reduction in the Purchase Price and otherwise
pursuant to the terms of this Agreement; or (b) terminate this Agreement, in which event the parties
thereafter shall be relieved of any further rights and obligations under this Agreement. If Buyer
shall fail to notify Seller timely of its election to proceed under clause (a) above, Buyer shall be
deemed to have elected to terminate this Agreement, in which event the parties thereafter shall be
relieved of any further rights and obligations under this Agreement, and each party shall bear its
own costs incurred under this Agreement.
5.4 Title Policy. The parties shall, at Seller’s sole expense, cause Title
Company to issue to Buyer at Closing a standard form coverage owner’s policy of title insurance
insuring Buyer’s title to the Property in the full amount of the Purchase Price (the “Title Policy”).
At Buyer’s option and expense, Buyer may require that the title insurance policy to be issued to
Buyer at Closing be an ALTA extended coverage owner’s policy.
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6. Buyer’s Contingency Period. Buyer shall have Thirty (30) calendar days from
the Effective Date (the “Contingency Period”) to satisfy itself concerning the condition of soils;
the suitability and condition of the Property; public support for the purchase and the feasibility of
the Property for Buyer’s intended use; and in addition, to satisfy all legal requirements affecting
Buyer’s purchase of the Property. Buyer shall diligently and continuously work to resolve and
satisfy itself with respect to the foregoing matters. If Buyer determines (in its sole and complete
discretion) that it is not satisfied with such matters, Buyer may, at any time on or before 5 p.m.
(Pacific Time) on the last day of the Contingency Period, rescind this Agreement by giving written
notice to Seller. In the event of such rescission, this Agreement thereafter shall be null and void
and neither party shall have any obligation to the other. If Buyer does not notify Seller that it is
rescinding this Agreement within the time period specified above, then the foregoing conditions
shall be deemed waived. During the contingency period, Buyer with reasonable advance notice to
Seller may enter upon the property for purposes of inspection and testing. Seller shall in the
exercise of good faith accommodate Buyer’s request for inspection. Buyer shall reimburse Seller
for any damages it causes to the property during any inspection or testing and shall hold Seller
harmless from any injuries to Buyer’s officials, employees, consultant’s or other representatives
performing the testing or inspection, incurred on the property during such inspection or testing.
7. Brokers and Commissions. There are no Brokers and Commissions involved in
this transaction.
8. Closing.
8.1 Closing Date and Distribution of Purchase Price. This purchase and sale
will be closed at First American Title Insurance Company, Everett, Washington as soon as
reasonably possible after the Buyer gives Seller notice that it is satisfied with the suitability and
condition of the property or the contingency period is waived by Buyer.
8.2 Real Property Prorations. All revenues and expenses of the Property,
including but not limited to, real property taxes, special assessments, rents, water, sewer and utility
charges, and other expenses normal to the ownership, use, operation and maintenance of the
Property shall be prorated as of 12:01 a.m. on the Closing Date. Seller and Buyer hereby agree that
if any of the aforesaid prorations cannot be calculated accurately on the Closing Date, then the
same shall be calculated within thirty (30) days after the Closing Date and either party owing the
other party a sum of money based on subsequent prorations(s) shall promptly pay said sum to the
other party. If payment is not made within ten (10) days after delivery of a bill therefore, the owing
party shall pay interest on such amounts at the rate of eight percent (8%) per annum from the
Closing Date to the date of payment.
8.3 Seller’s Escrow Deposits. On or before the Closing Date, Seller shall
deposit into escrow the following:
8.3.1 the duly executed and acknowledged Deed;
8.3.2 a duly executed and completed Real Estate Excise Tax Affidavit;
4
8.3.3 a duly executed non-foreign affidavit pursuant to Section 1445 of
the Internal Revenue Code of 1986, as amended; and
8.3.4 all documents and/or funds required to remove all monetary liens,
encumbrances or assessments and to pay Seller’s closing costs described in Section 8.6.1.
8.4 Buyer’s Escrow Deposits. On or before the Closing Date, Buyer shall
deposit into escrow the following:
8.4.1 cash in an amount sufficient to pay the Purchase Price, plus the
Buyer’s closing costs described in Section 8.6.2;
8.4.2 a duly executed and completed Real Estate Excise Tax Affidavit;
and
8.4.3 documentation of Seller’s $200,000.00 donation towards the
Purchase Price.
8.5 Additional Instruments and Documents. Seller and Buyer shall each
deposit into escrow any other instruments and documents that are reasonably required by the
escrow agent or otherwise required to close the escrow and consummate the purchase and sale of
the Property in accordance with this Agreement.
8.6 Closing Costs.
8.6.1 Seller’s Costs. At Closing, Seller shall pay (a) the premium for the
title policy; (b) the real estate excise taxes applicable to the sale, if any; (c) one-half (1/2) of Title
Company’s escrow fee; and (d) one-half of the cost of recording the Deed.
8.6.2 Buyer’s Costs. At Closing, Buyer shall pay (a) one-half (1/2) of the
cost of recording the Deed; (b) one-half (1/2) of the Title Company’s escrow fee; and (c) the
premiums for any title policy endorsements or extended coverage requested by Buyer.
8.7 Possession. Buyer shall be entitled to possession upon closing.
8.8 Condition Precedent to Buyer’s Obligations. Buyer’s obligation to close
the purchase of the Property in accordance with the terms of this Agreement is expressly
conditioned on, and subject to satisfaction of the following condition precedent, which is intended
solely for the benefit of Buyer. If the foregoing condition is not satisfied, Buyer shall have the
right, at its sole election, either to waive the condition and proceed with the purchase or in the
alternative, to pursue any of the remedies set forth in Section 11.1 of this Agreement.
8.8.1 Performance by Seller. Seller shall have timely performed all
obligations required by this Agreement to be performed by it. If this condition is not satisfied,
Buyer shall have the right, at its sole discretion, either to waive the condition in question and
5
proceed with the purchase or in the alternative, to pursue any of the remedies set forth in Section
11.1 of this Agreement.
8.8.2 Representations and Warranties. All of Seller’s representations
and warranties contained in or made pursuant to this Agreement shall have been true and correct
when made and shall be true and correct as of the Closing Date, and Seller shall have complied
with all of Seller’s covenants and agreements contained in or made pursuant to this Agreement. If
this condition is not satisfied, Buyer shall have the right, at its sole discretion, either to waive the
condition in question and proceed with the purchase or in the alternative, to pursue any of the
remedies set forth in Section 11.1 of this Agreement.
8.9 Condition Precedent to Seller’s Obligations. Seller’s obligation to sell
the Property at Closing under this Agreement is expressly conditioned on, and subject to
satisfaction of the following condition precedent, which is intended solely for the benefit of Seller.
If the foregoing condition is not satisfied, Seller shall have the right, at its sole election, to the
remedy set forth in Section 11.2 of this Agreement.
8.9.1 Performance by Buyer. Buyer shall have timely performed all obligations
required by this Agreement to be performed by it.
9. Representations and Warranties.
9.1 Seller’s Representations and Warranties. Seller represents and warrants
to Buyer that the following facts are true as of the parties’ mutual execution of this Agreement and
as of the Closing Date:
9.1.1 No Litigation. Except as disclosed in writing by Seller to Buyer,
there is no pending or threatened litigation or administrative action with respect to the Property or
to the Seller’s interest in the Property.
9.1.2 Authority of Seller. This Agreement is a valid and binding
obligation of the Seller, enforceable against Seller in accordance with its terms. No authorizations
or approvals, whether of organizational bodies, governmental bodies, or otherwise, will be
necessary in order for Seller to enter into this Agreement and to perform Seller’s obligations as set
forth herein. The consummation of the transactions contemplated hereunder will not conflict with
or result in the breach of any law, regulation, writ, injunction or decree of any court or
governmental instrumentality applicable to Seller or to the Property.
9.1.3 Non-foreign Status/At-Source Withholding. Seller represents
and warrants none of the individuals constituting the “Seller” are a “foreign person” as defined in
Section 1445 of the Internal Revenue Code of 10954, as amended. Seller shall deliver to Buyer at
Closing a Certificate of Non-foreign Status setting forth Seller’s address and certifying that it is
not a foreign person as so defined.
6
9.1.4 Other Agreements. There are no other contracts or agreements in
force or effect for the sale of, or a right of first refusal or option for, all or any portion of the
Property, and Seller agrees: (a) not to enter into any such contracts or agreements between the date
hereof and Closing and (b) to use its best efforts to terminate any such contracts that come to its
attention between the date hereof and Closing. There are no contracts or other agreements affecting
the Property that will not be terminated at or prior to Closing.
9.1.5 Encumbrances. Seller’s execution, delivery and fulfillment of its
obligations under this Agreement shall not result in any default or violation of any agreement by
which Seller is bound or which will result in any lien, charge or encumbrance on the Property.
9.1.6 Exiting Leases. Buyer shall review and examine any existing leases
during the Buyer’s contingency period. Seller shall terminate the lease with Kurt Strotz and
provide documentation of that to Buyer prior to closing.
9.1.7 Environmental. Seller has not generated, stored, released or
disposed of any substance or material on the Property, the generation, storage or disposal of which
is regulated under the Comprehensive Response, Compensation and Liability Act, 42 U.S.C.
Section 9601 et seq., the Model Toxics Control Act (Chapter 70.105D RCW), or any comparable
law, regulation, ordinance or order of any governmental body, except in compliance with such
laws, regulations, ordinance or orders. --. Neither Seller, nor to the best of Seller’s knowledge,
any prior owner, occupant or user of the Property has received any notice or other communications
concerning any alleged violation of any environmental requirements. To the best of Seller’s
knowledge, there is not constructed, placed, deposited, stored, disposed of or located on the
Property (i) any PCBs or transformers, capacitors, ballasts or other equipment which contains
dielectric fluid containing PCBs; or (ii) any underground storage tanks. . Upon such termination,
the escrow will be terminated, all documents and other funds will be returned to the party who
deposited them, and neither party will have any further rights or obligations under this Agreement
except as otherwise provided in this Agreement.
9.1.8 Completeness of Statements. To the best of Seller’s knowledge,
no representation or warranty by Seller in this Agreement or in any written material furnished by
Seller to Buyer pursuant to or in connection with this Agreement, contains any untrue statement
of a material fact or omits to state a material fact necessary to make any statement herein or therein
not misleading.
9.2 Buyer’s Representations and Warranties. Buyer represents and warrants
to Seller that the following facts are true as of the date of the parties’ mutual execution of this
Agreement and as of the Closing Date:
9.2.1 Pending Actions. To Buyer’s knowledge, there is no action, suit,
arbitration, unsatisfied order or judgment, or proceeding pending against Buyer, which if adversely
determined, could materially interfere with Buyer’s consummation of the transactions
contemplated by this Agreement.
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9.2.2 Authority of Buyer. This Agreement is a valid and binding
obligation of Buyer, enforceable against Buyer in accordance with its terms. No authorizations or
approvals, whether of governmental bodies or otherwise, will be necessary in order for Buyer to
enter into this Agreement and to perform its obligations as set forth herein. Neither the execution
and delivery of this Agreement nor the consummation of the transactions contemplated hereunder
will conflict with or result in the breach of any law, regulation, writ, injunction or decree of any
court or governmental instrumentality applicable to Buyer or to the Property.
10. Maintenance of Property Pending Closing and Buyer’s Possession. At all times
before the Closing, Seller shall manage and operate the Property in a manner consistent with
Seller’s past practices. Seller agrees: (a) to maintain all usual and necessary business records
pertaining to the Property, consistent with Seller’s past practices; (b) to maintain the Property in
its current condition and state of repair (normal wear and tear and casualty loss excepted); and (c)
to maintain its existing property and casualty insurance on the Property.
11. Default.
11.1 By Seller. If there is an event of default under this Agreement by Seller,
including, without limitation, the failure by Seller to satisfy any condition precedent pursuant to
Sections 8.8, Buyer will be entitled (a) to seek specific performance of Seller’s obligations under
this Agreement; (b) to terminate this Agreement by written notice to Seller and Escrow Agent; and
(c) if Buyer elects either option (a) or (b), as hereinbefore set forth, Buyer may obtain payment
from Seller of all damages incurred by Buyer as a result of such default. If Buyer terminates this
Agreement pursuant to this Section 11.1 the escrow will be terminated, all documents will be
immediately returned to the party who deposited them, and neither party will have any further
rights or obligations under this Agreement, except as otherwise provided in this Agreement other
than that Seller shall pay (i) to Buyer those costs and expenses which Buyer notifies Seller that
Buyer has incurred in connection with this Agreement; (ii) all damages incurred by Buyer; and
(iii) any costs of terminating the escrow and any cancellation fee for the Commitment.
11.2 By Buyer. In the event Buyer fails, without legal excuse, to complete the
purchase of the Property, then the escrow will be terminated all documents will be immediately
returned to the party who deposited them, and neither party will have any further rights or
obligations under this Agreement, except as otherwise provided in this Agreement other than that
Buyer shall pay (i) to Seller those costs and expenses which Seller notifies Buyer that Seller has
incurred in connection with this Agreement; (ii) all damages incurred by Seller; and (iii) any costs
of terminating the escrow and any cancellation fee for the Commitment.
12. Miscellaneous.
12.1 Binding Effect. This Agreement shall be binding upon and inure to the
benefit of the parties, and their respective heirs, personal representatives, successors, and assigns.
No assignment of this Agreement by Buyer shall operate to relieve Buyer from any of its liabilities
under this Agreement.
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12.2 Notices. Any notice under this Agreement must be in writing and be
personally delivered, delivered by recognized overnight courier service or given by U.S. mail.
Any notice given by mail must be sent, postage prepaid, by first class, certified or registered mail,
return receipt requested. All notices must be addressed to the parties at the following addresses or
at such other addresses as the parties may from time to time direct in writing:
TO SELLER
Kostar, LLC, a Washington limited
liability company
TO BUYER
City of Arlington
238 N. Olympic Ave.
Arlington WA 98672
WITH A COPY TO:
Oskar Rey, Arlington City Attorney
Ogden Murphy Wallace PLLC
701 Fifth Ave. Suite 5600
Seattle, WA 98104
Any notice will be deemed to have been given, if personally delivered, when delivered, and if
delivered by courier service, one (1) business day after deposit with the courier service, and if
mailed, two (2) business days after deposit at any post office in the United States of America.
12.3 Authority. The parties each represent and warrant that the persons signing
below have the requisite authority to bind them.
12.4 Amendments. This Agreement may be amended or modified only by a
written instrument executed by Seller and Buyer.
12.5 Governing Law; Venue. This Agreement will be governed by and
construed exclusively in accordance with the laws of the State of Washington. Venue for any
action arising out of this Agreement shall be in Snohomish County Superior Court.
12.6 Entire Agreement. This Agreement and the exhibit hereto constitute the
entire agreement between the parties with respect to the purchase and sale of the Property and
supersede all prior agreements and understandings between the parties relating to the subject
matter of this Agreement.
12.7 Attorneys’ Fees. In the event either party hereto finds it necessary to bring
an action at law or other proceeding against the other party to enforce any of the terms, covenants
or conditions hereof or any instrument executed pursuant to this Agreement, or by reason of any
breach or default hereunder or thereunder, the party prevailing in any such action or proceeding
shall be paid all costs and reasonable attorneys’ fees by the other party and in the event any
judgment is secured by such prevailing party, all such costs and attorneys’ fees shall be included
9
in any such judgment. The reasonableness of such costs and attorneys’ fees shall be determined
by the court and not a jury.
12.8 Time of the Essence. Time is of the essence of this Agreement.
12.9 Waiver. Neither Seller’s nor Buyer’s waiver of the breach of any covenant
under this Agreement will be construed as a waiver of the breach of any other covenants or as a
waiver of a subsequent breach of the same covenant.
12.10 Negotiation and Construction. This Agreement and each of its terms and
provisions are deemed to have been explicitly negotiated between the parties, and the language in
all parts of this Agreement will, in all cases, be construed according to its fair meaning and not
strictly for or against either party.
12.11 Tax Effect. No party has made or is making any representations to the other
concerning any of the tax effects of the transactions provided for in this Agreement. No party shall
be liable for or in any way responsible to any other party because of any tax effect resulting from
the transactions provided for in this Agreement.
12.12 Representation. It is agreed and acknowledged that the firm of Ogden
Murphy Wallace P.L.L.C. represented only the Buyer in the drafting of this Agreement, and Seller
acknowledges that it is entitled to seek separate legal counsel regarding this Agreement.
12.13 Survival. Sections 5.2, 8.1, 12.1, 12.4, 12.5, 12.7, 12.9, 12.11, 12.12 and
12.13 shall survive the Closing of this Agreement.
12.14 Counterparts; Scanned or Facsimile Signatures. This Agreement may
be executed in any number of counterparts, and all counterparts shall be deemed to constitute a
single agreement. The execution and delivery of one counterpart by any party shall have the same
force and effect as if the party had signed all other counterparts. Delivery by facsimile or by e-
mail of a .PDF of an executed counterpart shall have the same effect as physical delivery of an
original.
10
IN WITNESS WHEREOF, the parties have caused this Agreement to be duly executed as of the
last date set forth below.
///
SELLER:
KoStar LLC
By: Date:
Its: ___________________________
BUYER:
City of Arlington (Subject to City Council approval and authorization for Mayor to sign.)
By: Date: Don Vanney, Mayor
Attest:
By: Date:
City Clerk
Approved as to Form:
City Attorney
____________________________________ Date: ___________________
Oskar Rey
13
SITE MAP
14
LEGAL DESCRIPTION: Real property in the County of Snohomish, State of Washington,
described as follows:
Parcel A:
New Parcels A, B, C, D, and E of Boundary Line Adjustment No. 08-105010BA recorded under
Recording No. 200811170302 and by Survey recorded under Recording No. 200811175002, being
a portion of the Northwest quarter of Section 2, Township 31 North, Range 5 East, W.M., records
of Snohomish County, Washington.
Parcel B:
A non-exclusive easement for ingress, egress and utilities as described in Boundary Line
Adjustment no. 08-105010BA recorded under Recording No. 200811170302 and as delineated
and described on Survey recorded under Recording No. 200811175002, being a portion of the
Northwest quarter of Section 2, Township 31 North, Range 5 East, W.M., records of Snohomish
County, Washington.
Situs Address: Vacant Land, 23230 State Route 9 NE, Arlington, WA 98223
Tax Parcel ID No. 31050200200500 and 31050200200700 and 31050200202500 and
31050200202600 and 31050200202700
15
EXHIBIT B
(MUNICIPAL DONATION RECEIPT)
16
MUNICIPAL DONATION RECEIPT
Below is a summary of the bargain sale donation in connection with the transfer of real property
from Kostar, LLC to the City of Arlington:
Municipality Name and Address:
City of Arlington
238 N. Olympic Ave.
Arlington WA 98672
Attn James Kelly
Donor Information: Kostar, LLC
6 Morloc Street
Forest Hill
VIC 3131
Australia
Attn Simon Kuang
Date of Contribution: _______________, 2026
Real Property: 5 parcels totaling approximately 36.93 acres at 23230 SR 9, Arlington, Washington.
Snohomish County parcel numbers: 31050200200500; 31050200200700; 31050200202500;
31050200202600; and 31050200202700.
Amount/Value: $200,000.00
Donation value is based on real property valuation of $1,200,000 as determined by Eduardo
Montero, appraiser with North Coast Appraisal Group (appraisal dated August 12, 2025). The total
purchase price for the real property is $1,200,000 comprised of $1,000,000 cash and a donation of
$200,000 from Kostar, LLC to the City of Arlington.
Charitable contributions to local government entities are tax deductible under section 170(c)(1) of
the Internal Revenue Code. The City of Arlington’s TIN is 91-6001401.
No goods or services were provided by the City of Arlington in exchange for this contribution.
The City of Arlington expresses its sincere gratitude for this generous donation.
CITY OF ARLINGTON
By: _________________________
Shelby Burke
Director of Finance
City of Arlington
- 1 -
{OER4909-0124-5081;1/13217.000012/}
ADDENDUM TO PURCHASE AND SALE AGREEMENT
ATTACHED TO and made part of the Real Estate Purchase and Sale Agreement dated March
_____, 2026 (the "Agreement") by and between KOSTAR, LLC (hereinafter called "Seller") and the
CITY OF ARLINGTON (hereinafter referred to as "Buyer").
Capitalized terms not otherwise defined herein shall have the meaning attributed to them
in the Agreement unless the context hereof requires otherwise.
1. “AS-IS, WHERE-IS”. Buyer accepts the real property "AS-IS, WHERE-IS", with NO
representation or warranty of any kind as to the physical condition thereof, UNLESS EXPRESSLY
DESCRIBED IN THE AGREEMENT, and Buyer acknowledges that Buyer will be relying on its own
observations, investigation, and knowledge thereof.
In all other respects and except as set forth herein, the terms of the Purchase and Sale Agreement
are hereby ratified and affirmed and are otherwise unchanged.
IN WITNESS WHEREOF, the parties hereto have executed this Addendum to Purchase and
Sale Agreement, the date set forth above.
SELLER: BUYER:
Kostar, LLC City of Arlington
By:____________________________ By:_________________________
Soon L. Kuang, Managing Member Its:
Dated: Dated:
i:\chae25\kuang\arlington land\sales.adn
City of Arlington Council Agenda Bill WS #5 Attachment
April 13, 2026
-Division-Broadway Restoration Project, Change Order No. 2
-Change Order No.2
Public Works; Jim Kelly, Director EXPENDITURES REQUESTED: $2,285.95 BUDGET CATEGORY: Grant and TBD funds BUDGETED AMOUNT: $1,442,000 (2025 Amendment included) LEGAL REVIEW: DESCRIPTION: Amendment to project budget for changes to landscaping and addition of street signage. HISTORY: Public Works publicly bid the Broadway-Division Project in January 2025, the contract was awarded to Reece Construction. There were recent changes to the project landscaping (see COP-04) and changes to the project signage (see COP-05 and COP-06); the net project cost impact is summarized below: COP-04 ($33,777.46) COP-05 $31,360.00 COP-06 $ 4,703.41. TOTAL $ 2,285.95 Since this is a federally funded project, this change order is being processed through WSDOT and requires council approval. ALTERNATIVES: -Do not approve Change Order-Amend contract scope of work
Workshop; discussion only. At the April 20, 2026, Council Meeting, the proposed motion will be: “I move to approve Contract Change Order No. 2 to the Division-Broadway Restoration Project and authorize the mayor to sign it.”
1 of 2
CHANGE ORDER 002
Change Order Title: Sewer Extension Date: 4/8/2026
Project Name: Division & Broadway Project No: PW-T23.003
Contractor:Reece Construction STBGUM-CM-2691(013)
The Contract is Modified as Follows:
Original Contract Amount: $ 1,290,092.00
Current Contract Amount: $ 1,589,227,90
Amount of this Change: $ 2,285.95
Contract time is: Increased 5 Work Days
New Contract Duration:
Approvals (Not valid until signed by Agency)
Contractor –
______________________________ ___________________________________ ______________
Print Name Signature Date
Reviewed
James Kelly, Public Works Director ___________________________________ ______________
Signature Date
Reviewed
Kris Wallace, Public Works Accountant ___________________________________ ______________
Signature Date
Approved by Agency
Don E. Vanney, Mayor ___________________________________ ______________
Signature Date
Change Order Description:
This change includes the following:
1. Landscaping was reduced and modified landscape variety.
2. Additional needed traffic control signage was added to project.
3. Additional traffic control was needed for signage installation.
CHANGE ORDER 1, CONT.
2 of 2
The Contract is Modified as Follows:
Change Order Summary · Non-Taxable
Item Description Unit Price Amount
1 (COP-04) REMOVE LANDSCAPE (DEDUCT) ($33,777.46)
2 (COP-5) ADDED PERANENT SIGNAGE $ 31,360.00
3 (COP-6) EXTRA TRAFFIC CONTROL $ 4,703.41
Subtotal $ 2,285.95
9.3% Sales Tax n/a
TOTAL $2,285.95
Attachments:
•Change Order Proposals: COP-04, COP-05, and COP-06
Construction Change Directive
You are hereby directed to make the following change(s) in this Contract:
State
By:
Date:
TO: (Contractor Name and Address)
PROJECT: (Name and Address)
Proposed Adjustments
Title:
By:
Date:
Title:
Contractor
1. The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is:
3. Preparation and execution of an appropriate Change Order will follow.
No Cost Change
Submit Cost Proposal
As Follows:
When signed by the State and received by the Contractor, this document becomes effective immediately as a Construction
Change Directive (CCD), and the Contractor shall proceed with the change(s) described above.
Signature by the Contractor indicates the Contractor’s agreement with the proposed adjustments in Contract Sum and
Contract Time set forth in this Construction Change Directive.
of
. The proposed adjustment, if any, is an
working days.
Rev: 10/20/2025
COA
City of Arlington
DIVISION & BROADWAY
REECE CONSTRUCTION
016
11/12/2025
X
PLEASE PROVIDE REVISED COP BREAKDOWN PER UNIT PRICE.
X
11/12/2025
CITY MADE SOME PLAN CHANGES.
BASED ON THE ATTACHED PLANS, PLEASE UPDATED COST ESTIMATE WITH THE
REVISED QUANTITIES SHOWN ON ATTACHED ESTIMATE.
Krista Stewart
Project Manager Project Engineer
02/03/2026
Item
No.
DESCRIPTION Original
Quantity
REVISED
Quantity Unit
PREPARATION
*** Nandina "Plum Passion" 30 26 1 Gal
Pacific Sunset Maple 2 1 6'
Bark 112 85 CY
Topsoil 533 100 CY
Seeding 1672 890 SF
Unknown Maple Species 0 2 6'
Division-Broadway Restoration Project
CCD-016: Landscape Plan Revisions
REVISION DATE: 11/12/2025
Bid Opening: 01/09/2025
Page 1 of 1
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PROJECT NO.
CITY OF ARLINGTON
DEPARTMENT OF
PUBLIC WORKS
PROJECTY
CIT OF
ARLI N GTON
DIVISION & BROADWAY
RESTORATION
PROJECT
DESIGNED BY:
LDC/K. STEWART
LDC/ K. STEWART
CHECKED/APPROVED BY:
DRAWN BY:
J. KELLY
DATE:
08/27/2025DATENO.REVISION BY
SECTION 2, TWN. 31 N, RNG 5 E., W.M.
SHEET NO.
REFERENCE
8/27/2025 1 COA PLAN CORRECTION KDS
PP1
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PLANTING
PLAN
SCALE: 1"=20'
20 0 20 40
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CCD-01: Plan Revision
REDESIGNED BY: K. STEWART DATE: 8/27/2025
APPROVED BY: ______________________________
DATE: ______________________________________
JAMES X. KELLY, P.E., PUBLIC WORKS DIRECTOR
LEGEND:
”
”
GENERAL PLANTING NOTES:
10/2/2025 2 CCD-009: WB-50 REV KDS
Match unknown
maple species
26
UNKNOWN SPECIES, QTY: 2
(IN THE MEDIAN INFRONT OF IN THE SHADOW BREWING)
1
ESTIMATE REVISION 11/10/25 KDS
Construction Change Directive
You are hereby directed to make the following change(s) in this Contract:
State
By:
Date:
TO: (Contractor Name and Address)
PROJECT: (Name and Address)
Proposed Adjustments
Title:
By:
Date:
Title:
Contractor
1. The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is:
3. Preparation and execution of an appropriate Change Order will follow.
No Cost Change
Submit Cost Proposal
As Follows:
When signed by the State and received by the Contractor, this document becomes effective immediately as a Construction
Change Directive (CCD), and the Contractor shall proceed with the change(s) described above.
Signature by the Contractor indicates the Contractor’s agreement with the proposed adjustments in Contract Sum and
Contract Time set forth in this Construction Change Directive.
of
. The proposed adjustment, if any, is an
working days.
Rev: 10/20/2025
Project Engineer
12/08/2025
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PROJECT NO.
CITY OF ARLINGTON
DEPARTMENT OF
PUBLIC WORKS
PROJECTY
CIT OF
ARLI N GTON
DIVISION & BROADWAY
RESTORATION
PROJECT
DESIGNED BY:
LDC/K. STEWART
LDC/ K. STEWART
CHECKED/APPROVED BY:
DRAWN BY:
J. KELLY
DATE:
08/27/2025DATENO.REVISION BY
SECTION 2, TWN. 31 N, RNG 5 E., W.M.
SHEET NO.
REFERENCE
8/27/2025 1 COA PLAN CORRECTION KDS
P1
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CHANNELIZATION PLAN
SCALE: 1"=20'
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CONSTRUCTION NOTES:
LEGEND:
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CHANNELIZATION NOTES:
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CCD-01: Plan Revision
REDESIGNED BY: K. STEWART DATE: 8/27/2025
APPROVED BY: ______________________________
DATE: ______________________________________
JAMES X. KELLY, P.E., PUBLIC WORKS DIRECTOR
10/2/2025 2 CCD-009: WB-50 REV KDS
City of Arlington Council Agenda Bill WS #6 Attachment
April 13, 2026
Amendment #5 to the RH2 Contract for the 67th Avenue Sewer Upsizing Project
-Amendment #5 to RH2 Contract-Project Map
Public Works; Jim Kelly, Director EXPENDITURES REQUESTED: $24,135.00 BUDGET CATEGORY: Sewer Improvement Fund BUDGETED AMOUNT: $2,000,000.00 in 2026 Budget LEGAL REVIEW: DESCRIPTION: Amendment #5 to RH2 contract for design of the 67th Avenue Sewer Upsizing PSA.
In 2022 the city entered into contract with RH2 Consultants for engineering design services for the upsizing of the City’s 67th Ave interceptor gravity sewer line from 200th Place NE to north of Woodlands Way, approx. 4,835 feet. Due to the length of this project, it was designed in two construction phases. The City is ready to construct Phase 1 in 2026 and will construct Phase 2 in 2027. The RH2 contract needs to be amended for assistance during bidding and construction. Initial Contract Amount $ 120,011.00 Amendment #1 & #2 $ time only extension Amendment #3 $ 18,000.00 Amendment #4 $ time only extension Amendment #5 $ 24,135.00_____ ALTERNATIVES: Remand to staff for additional information.
Workshop; discussion only. At the April 20, 2026 Council Meeting, the proposed motion will be: “I move to approve Amendment No. 5 to RH2 contract for engineering services for 67th Avenue Sewer Phase 1 Upsizing Project and authorize the mayor to sign the amendment.”
End of Phase
67th Wastewater Main
Railroad
City LimitsLe
g
e
n
d
This data is provided ‘as is’ without warranty of any kind. The entire risk as to the results and performance of the data is assumed
by you. Should the data prove defective, you assume the entire cost of all necessary servicing, repair, or correction. These data and
corresponding attributes are not to be used for design purposes. Further, the City of Arlington does not warrant, guarantee, or make
any representations regarding the use of, or results from the use of the data in terms of correctness, accuracy, reliability,
currentness, or otherwise; and you rely on the data and results solely at your own risk. There are known gaps and inaccuracies in
the current data set and the provided information should be considered a draft and in-progress work. Washington State Law, Ch.
42.56 RCW, prohibits state and local agencies from providing access to lists of individuals intended for use for commercial
purposes and thus, no commercial use may be made of any Data comprising lists of individuals contained herein.
City of Arlington
67th Ave NE Sewer Line Upgrade
Phase 1
1 inch = 1,375 ft
Scale:WastewaterLayouts/
67thSewerP1Upgrade8.5x11_2026
File:
lhb
Cartographer:
4/7/2026
Date:
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188TH ST NE
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GLENEAGLEBLVD
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City of Arlington Council Agenda Bill WS #7 Attachment
April 13, 2026
Procurement of Right-of-way (ROW) and Temporary Construction Easement (TCE) from Bellin Investments for the 180th St Roundabout Project
-ROW/TCE Procurement Documents
Public Works; Jim Kelly, Director EXPENDITURES REQUESTED: $ 220,000.00 BUDGET CATEGORY: BUDGETED AMOUNT: $2,500,000.00 LEGAL REVIEW: DESCRIPTION: ROW procurement for the 180th St Roundabout Project.
The City received a grant for the design of improvements to the Smokey Point Blvd Corridor from 174th St to 200th St. A grant was later received for construction of the 180th St Roundabout which will be the second portion of this project to be constructed. As part of the 180th Street Roundabout Project, the City needs to obtain ROW and TCE from 5 parcels; the below parcel has been offered and accepted for final ROW purchase. Bellin Property $220,000.00 ALTERNATIVES: 1.Remand to staff for further evaluation.2.Do not approve the ROW and TCE procurement.
Workshop; discussion only. At the April 20, 2026 Council Meeting, the proposed motion will be: “I authorize the city staff to pursue the right of way acquisition from Bellin Investments for a sum in the amount of $220,000.00 and authorize the mayor to sign the ROW/TCE procurement documents, subject to final approval by the City Attorney.”
REAL PROPERTY VOUCHER
AGENCY NAME I hereby certify under penalty of perjury that the items and amounts listed herein are
proper charges against the Agency, that the same or any part thereof
City of Arlington has not been paid, and that I am authorized to sign for the claimant.
238 N Olympic Ave
Arlington, WA 98223 SIGNATURE (IN INK) FOR EACH CLAIMANT DATED
GRANTOR OR CLAIMANT (NAME, ADDRESS)
Bellin Investments, LLC X
19827 183rd Place NE Name: Kelsey Bellin
Woodinville, WA 98077 Title: Member
PROJECT TITLE
Smokey Point Boulevard & 180th Street Roundabout
X
FEDERAL AID NO.PARCEL NO.Name: Jesse Bellin
TBD 00472500000101 and 00472500000108 Title: Member
In full, complete and final payment and settlement for the title or interest conveyed or released, as fully set forth in:DATED $ AMOUNT
Warranty Deed and Temporary Easement
LAND:
Fee Acquisition: 3,608 SF +$83,000.00
Temporary Easement: 1,211 SF +$2,100.00
IMPROVEMENTS:
+$9,000.00
DAMAGES:
Cost to Cure +$103,300.00
Proximity +
Other +
SPECIAL BENEFITS
JC (Just Compensation) Amount $197,400.00
REMAINDER:
Uneconomic Remnant +
Excess Acquisition +
ADMINISTRATIVE SETTLEMENT +$22,600.00
STATUTORY EVALUATION ALLOWANCE +
ESCROW FEE +
REAL ESTATE EXCISE TAX +
OTHER:
+
ACQUISITION AGENT DATE Voucher No.TOTAL AMOUNT PAID
$220,000.00
AUTHORIZED AGENT FOR AGENCY DATE
LPA-321 10/2014
After recording return document to:
City of Arlington
238 N Olympic Ave
Arlington, WA 98223
FA No.: TBD
LPA-302 Page 1 of 5 Pages Parcel No. 00472500000108
Rev. 6/2025
Document Title: Warranty Deed
Grantor: Bellin Investments LLC
Grantee: City of Arlington
Legal Description: Ptn. Lot 1, Highway Homesites, Vol. 11, P. 93, Snohomish County
Assessor’s Tax Parcel Number: Ptn. 00472500000108
WARRANTY DEED
Smokey Point Boulevard & 180th Street Roundabout
The Grantor, Bellin Investments LLC, a Washington limited liability company , for and in
consideration of the sum of TEN AND NO/100 ($10.00) Dollars, and other valuable consideration,
hereby convey(s) and warrant(s) to the City of Arlington, a Washington municipal corporation ,
Grantee, the following described real property situated in Snohomish County, in the State of
Washington, under the imminent threat of the Grantee’s exercise of its rights of Eminent Domain:
For legal description and additional conditions
See Exhibit A and Exhibit B attached hereto and made a part hereof.
Also, the undersigned hereby requests the Assessor and Treasurer of said County to set over to
the remainder of the herein described Parcel “A” the lien of all unpaid taxes, if any, affecting the property
hereby conveyed, as provided by RCW 84.60.070.
It is understood and agreed that delivery of this deed is hereby tendered and that the terms and
obligations hereof shall not become binding upon the City of Arlington unless and until accepted and
approved hereon in writing for the City of Arlington, by its authorized agent.
LPA-302 Page 2 of 5 Pages Parcel No. 00472500000108
Revised 6/2025
WARRANTY DEED
Dated:
Bellin Investments, LLC
________________________________
Name: Kelsey Bellin
Title: Member
________________________________
Name: Jesse Bellin
Title: Member
Accepted and Approved
City of Arlington
By:
Don Vanney, Mayor
Date:
ACKNOWLEDGMENT
WARRANTY DEED
LPA-302 Page 3 of 5 Pages Parcel No. 00472500000108
Revised 6/2025
STATE OF WASHINGTON )
)
County of _______________ )
I certify that I know or have satisfactory evidence that Kelsey and Jesse Bellin are the
persons who appeared before me, and said persons acknowledged they signed this
instrument, on oath stated that they were authorized to execute the instrument and
acknowledged it as members of Bellin Investments, a Limited Liability Company, to be the
free and voluntary act of such party for the uses and purposes mentioned in the instrument.
Legal Descriptions for City of Arlington 180th St -Smokey Point Blvd Roundabout
Right of Way Acquisitions & Dedications
TAX PARCEL 00472500000108
18012 SMOKEY POINT BLVD
BELLIN INVESTMENTS LLC
That portion of Lot 1, Highway Homesites, according to the plat thereof, as recorded under
Volume 11 of Plats, at page 93, records of Snohomish County, Washington described as
follows;
Beginning at the Southeast corner of said Lot 1; thence South 89° 04’ 00” West, along the
south line thereof, for a distance of 111.38 feet ; thence North 8° 21’ 50” West, a distance of
12.16 feet to a point on a curve; thence northeasterly, along a curve to the left, which
center of curve bears North 6° 34’ 00” West, having a delta angle of 28° 15’ 34”, having a
radius of 191.30 feet, an arc distance of 93.79 feet; thence northeasterly, along a non-
tangent curve to the left, which center bears North 37° 31’ 48” West, having a delta angle
of 33° 38’ 29”, having a radius of 83.00 feet, having an arc distance of 48.73 feet to the east
line of said Lot 1, thence South 1° 14’ 27” West , along said east line, a distance of 81.96
feet to the Point of Beginning.
Together with a 5.00 feet temporary construction easement adjoining the northwesterly
line of the herein described portion of said Lot 1 and the east 5.00 feet of the south 100 feet
of said Lot 1.
EXHIBIT A
Page 4 of 5 Pages
S89°04'00"W, L = 111.38 ft
N08°21'50"WL = 12.16 ft
N06°34'
0
0
"
W
R = -19
1
.
3
0
f
t
L = 93.7
9
f
t
N37
°
3
1
'
4
8
"
W
R =
-
8
3
.
0
0
f
t
L =
4
8
.
7
3
f
t
S0
1
°
1
4
'
2
7
"
W
,
L
=
8
1
.
9
6
f
t
00472500000108
00472500000101
180TH ST NE
SM
O
K
E
Y
P
O
I
N
T
B
L
V
D
1 inch = 50 feetScale:EasementsLayouts/
ROWLayoutExhibitB8.5x11_2025
File:
2/26/2026Date:lhbCartographer:
City of Arlington
Exhibit BRight of Way &
Temporary Construction Easement
This data is provided ‘as is’ without warranty of any kind. The entire risk as to the results and performance of the data is
assumed by you. Should the data prove defective, you assume the entire cost of all necessary servicing, repair, or
correction. These data and corresponding attributes are not to be used for design purposes. Further, the City of Arlington
does not warrant, guarantee, or make any representations regarding the use of, or results from the use of the data in
terms of correctness, accuracy, reliability, currentness, or otherwise; and you rely on the data and results solely at your
own risk. There are known gaps and inaccuracies in the current data set and the provided information should be
considered a draft and in-progress work. Washington State Law, Ch. 42.56 RCW, prohibits state and local agencies from
providing access to lists of individuals intended for use for commercial purposes and thus, no commercial use may be
made of any Data comprising lists of individuals contained herein.
This is an interpretation of a surveyor's legal description, you must contact your surveyor to verify the accuracy of the
dimensions and interpretation.
Legend
Right of Way
Temporary Construction Easement
Building
Assessor Parcel
±
After recording return document to:
City of Arlington
238 N Olympic Ave
Arlington, WA 98223
FA No.: TBD
LPA-325 Page 1 of 5 Pages Parcel Number: 00472500000108
Rev. 7/2025
Document Title: Temporary Easement
Grantor: Bellin Investments LLC
Grantee: City of Arlington
Legal Description: Ptn. Lot 1, Highway Homesites, Vol. 11, P. 93, Snohomish County
Assessor’s Tax Parcel Number: Ptn. 00472500000108
TEMPORARY EASEMENT
Smokey Point Boulevard & 180th Street Roundabout
The Grantor, Bellin Investments LLC, a Washington limited liability company , for and in
consideration of TEN AND NO/100 ($10.00) DOLLARS, and other valuable consideration , conveys
and grants unto the City of Arlington, a Washington municipal corporation , and its assigns, Grantee,
under the imminent threat of the Grantee’s exercise of its right of Eminent Domain, the right, privilege
and easement over, upon, and across the hereinafter described lands for the purpose of constructing a
roundabout and improvements at the Smokey Point Boulevard & 180th Street intersection per designs,
developed as part of the Smokey Point Boulevard & 180th Street Roundabout project.
Said lands being situated in Snohomish County, State of Washington, and described in
Exhibit A and B attached hereto and made a part hereof.
The term of this Temporary Easement shall commence on the date of acceptance of this
Temporary Easement by Grantee and shall terminate on December 31, 2027, hereinafter the “Term”.
Provided however, that Grantee’s use and occupancy of the easement area is limited to:
6 months or 180 days, consecutive or non-consecutive, during the Term.
LPA-325 Page 2 of 5 Pages
Rev. 7/2025
TEMPORARY EASEMENT
It is further agreed that this Temporary Easement may be extended by up to one (1) year at
the Grantee’s option. The rate associated with this extension shall be at the same rate as the original
Temporary Easement, or at the newly established rate determined by a waiver valuation; whichever is
higher. Grantee shall notify Grantor in writing, and render payment, prior to exercising this option.
Grantee shall provide Grantor written notice no less than 30 days in advance of Grantee’s
intent to exercise its rights under this Temporary Easement.
It is understood and agreed that delivery of this temporary easement is hereby tendered and that
the terms and obligations hereof shall not become binding upon the City of Arlington unless and until
accepted and approved hereon in writing for the City of Arlington, by its authorized agent.
Dated:
Bellin Investments, LLC
________________________________
Name: Kelsey Bellin
Title: Member
________________________________
Name: Jesse Bellin
Title: Member
Accepted and Approved
City of Arlington
By:
Don Vanney, Mayor
Date: , 20________
TEMPORARY EASEMENT
LPA-325 Page 3 of 5 Pages
Rev. 7/2025
ACKNOWLEDGMENT
STATE OF WASHINGTON )
)
County of _______________ )
I certify that I know or have satisfactory evidence that Kelsey and Jesse Bellin are the
persons who appeared before me, and said persons acknowledged they signed this
instrument, on oath stated that they were authorized to execute the instrument and
acknowledged it as members of Bellin Investments, a Limited Liability Company, to be the
free and voluntary act of such party for the uses and purposes mentioned in the instrument.
Legal Descriptions for City of Arlington 180th St -Smokey Point Blvd Roundabout
Right of Way Acquisitions & Dedications
TAX PARCEL 00472500000108
18012 SMOKEY POINT BLVD
BELLIN INVESTMENTS LLC
That portion of Lot 1, Highway Homesites, according to the plat thereof, as recorded under
Volume 11 of Plats, at page 93, records of Snohomish County, Washington described as
follows;
Beginning at the Southeast corner of said Lot 1; thence South 89° 04’ 00” West, along the
south line thereof, for a distance of 111.38 feet ; thence North 8° 21’ 50” West, a distance of
12.16 feet to a point on a curve; thence northeasterly, along a curve to the left, which
center of curve bears North 6° 34’ 00” West, having a delta angle of 28° 15’ 34”, having a
radius of 191.30 feet, an arc distance of 93.79 feet; thence northeasterly, along a non-
tangent curve to the left, which center bears North 37° 31’ 48” West, having a delta angle
of 33° 38’ 29”, having a radius of 83.00 feet, having an arc distance of 48.73 feet to the east
line of said Lot 1, thence South 1° 14’ 27” West , along said east line, a distance of 81.96
feet to the Point of Beginning.
Together with a 5.00 feet temporary construction easement adjoining the northwesterly
line of the herein described portion of said Lot 1 and the east 5.00 feet of the south 100 feet
of said Lot 1.
EXHIBIT A
Page 4 of 5 Pages
S89°04'00"W, L = 111.38 ft
N08°21'50"WL = 12.16 ft
N06°34'
0
0
"
W
R = -19
1
.
3
0
f
t
L = 93.7
9
f
t
N37
°
3
1
'
4
8
"
W
R =
-
8
3
.
0
0
f
t
L =
4
8
.
7
3
f
t
S0
1
°
1
4
'
2
7
"
W
,
L
=
8
1
.
9
6
f
t
00472500000108
00472500000101
180TH ST NE
SM
O
K
E
Y
P
O
I
N
T
B
L
V
D
1 inch = 50 feetScale:EasementsLayouts/
ROWLayoutExhibitB8.5x11_2025
File:
2/26/2026Date:lhbCartographer:
City of Arlington
Exhibit BRight of Way &
Temporary Construction Easement
This data is provided ‘as is’ without warranty of any kind. The entire risk as to the results and performance of the data is
assumed by you. Should the data prove defective, you assume the entire cost of all necessary servicing, repair, or
correction. These data and corresponding attributes are not to be used for design purposes. Further, the City of Arlington
does not warrant, guarantee, or make any representations regarding the use of, or results from the use of the data in
terms of correctness, accuracy, reliability, currentness, or otherwise; and you rely on the data and results solely at your
own risk. There are known gaps and inaccuracies in the current data set and the provided information should be
considered a draft and in-progress work. Washington State Law, Ch. 42.56 RCW, prohibits state and local agencies from
providing access to lists of individuals intended for use for commercial purposes and thus, no commercial use may be
made of any Data comprising lists of individuals contained herein.
This is an interpretation of a surveyor's legal description, you must contact your surveyor to verify the accuracy of the
dimensions and interpretation.
Legend
Right of Way
Temporary Construction Easement
Building
Assessor Parcel
±
After recording return document to:
City of Arlington
238 N Olympic Ave
Arlington, WA 98223
FA No.: TBD
LPA-325 Page 1 of 5 Pages Parcel Number: 00472500000101
Rev. 7/2025
Document Title: Temporary Easement
Grantor: Bellin Investments LLC
Grantee: City of Arlington
Legal Description: Ptn. Lot 1, Highway Homesites, VOL. 11, P. 93, Snohomish County
Assessor’s Tax Parcel Number: Ptn. 00472500000101
TEMPORARY EASEMENT
Smokey Point Boulevard & 180th Street Roundabout
The Grantor, Bellin Investments, LLC, a Washington limited liability company, for and in
consideration of TEN AND NO/100 ($10.00) DOLLARS, and other valuable consideration , conveys
and grants unto the City of Arlington, a Washington municipal corporation , and its assigns, Grantee,
under the imminent threat of the Grantee’s exercise of its right of Eminent Domain, the right, privilege
and easement over, upon, and across the hereinafter described lands for the purpose of constructing a
roundabout and improvements at the Smokey Point Boulevard & 180th Street intersection per designs,
developed as part of the Smokey Point Boulevard & 180th Street Roundabout project.
Said lands being situated in Snohomish County, State of Washington, and described in
Exhibit A and B attached hereto and made a part hereof.
The term of this Temporary Easement shall commence on the date of acceptance of this
Temporary Easement by Grantee and shall terminate on December 31, 2027, hereinafter the “Term”.
Provided however, that Grantee’s use and occupancy of the easement area is limited to:
6 months or 180 days, consecutive or non-consecutive, during the Term.
LPA-325 Page 2 of 5 Pages
Rev. 7/2025
TEMPORARY EASEMENT
It is further agreed that this Temporary Easement may be extended by up to one (1) year at the
Grantee’s option. The rate associated with this extension shall be at the same rate as the original
Temporary Easement, or at the newly established rate determined by a waiver valuation; whichever is
higher. Grantee shall notify Grantor in writing, and render payment, prior to exercising this option.
Grantee shall provide Grantor written notice no less than 30 days in advance of Grantee’s
intent to exercise its rights under this Temporary Easement.
It is understood and agreed that delivery of this temporary easement is hereby tendered and that
the terms and obligations hereof shall not become binding upon the City of Arlington unless and until
accepted and approved hereon in writing for the City of Arlington, by its authorized agent.
Dated:
Bellin Investments, LLC
________________________________
Name: Kelsey Bellin
Title: Member
________________________________
Name: Jesse Bellin
Title: Member
Accepted and Approved
City of Arlington
By:
Don Vanney, Mayor
Date: , 20________
TEMPORARY EASEMENT
LPA-325 Page 3 of 5 Pages
Rev. 7/2025
ACKNOWLEDGMENT
STATE OF WASHINGTON )
)
County of _______________ )
I certify that I know or have satisfactory evidence that Kelsey and Jesse Bellin are the
persons who appeared before me, and said persons acknowledged they signed this
instrument, on oath stated that they were authorized to execute the instrument and
acknowledged it as members of Bellin Investments, a Limited Liability Company, to be the
free and voluntary act of such party for the uses and purposes mentioned in the instrument.
Legal Descriptions for City of Arlington 180th St -Smokey Point Blvd Roundabout
Right of Way Acquisition
TAX PARCEL 00472500000101
18018 SMOKEY POINT BLVD
BELLIN INVESTMENTS LLC
Temporary Construction Easement (TCE)
A temporary construction easement over, under, across and through the East 5.00 feet of
the North 85 feet of Lot 1 Highway Homesites, according to the plat thereof, as recorded
under Volume 11 of Plats, at page 93, records of Snohomish County, Washington.
Page 4 of 5 Pages
EXHIBIT A
S89°04'00"W, L = 111.38 ft
N08°21'50"WL = 12.16 ft
N06°34'
0
0
"
W
R = -19
1
.
3
0
f
t
L = 93.7
9
f
t
N37
°
3
1
'
4
8
"
W
R =
-
8
3
.
0
0
f
t
L =
4
8
.
7
3
f
t
S0
1
°
1
4
'
2
7
"
W
,
L
=
8
1
.
9
6
f
t
00472500000108
00472500000101
180TH ST NE
SM
O
K
E
Y
P
O
I
N
T
B
L
V
D
1 inch = 50 feetScale:EasementsLayouts/
ROWLayoutExhibitB8.5x11_2025
File:
2/26/2026Date:lhbCartographer:
City of Arlington
Exhibit BRight of Way &
Temporary Construction Easement
This data is provided ‘as is’ without warranty of any kind. The entire risk as to the results and performance of the data is
assumed by you. Should the data prove defective, you assume the entire cost of all necessary servicing, repair, or
correction. These data and corresponding attributes are not to be used for design purposes. Further, the City of Arlington
does not warrant, guarantee, or make any representations regarding the use of, or results from the use of the data in
terms of correctness, accuracy, reliability, currentness, or otherwise; and you rely on the data and results solely at your
own risk. There are known gaps and inaccuracies in the current data set and the provided information should be
considered a draft and in-progress work. Washington State Law, Ch. 42.56 RCW, prohibits state and local agencies from
providing access to lists of individuals intended for use for commercial purposes and thus, no commercial use may be
made of any Data comprising lists of individuals contained herein.
This is an interpretation of a surveyor's legal description, you must contact your surveyor to verify the accuracy of the
dimensions and interpretation.
Legend
Right of Way
Temporary Construction Easement
Building
Assessor Parcel
±
SETTLEMENT AGREEMENT 1
Form Revised 3/2025
SETTLEMENT AGREEMENT
Project Name: Smokey Point Boulevard & 180th Street Roundabout
TPN: 00472500000108 and 00472500000101
Property Address: 18012 and 18018 Smokey Point Boulevard, Arlington, WA 98223
Owner: Bellin Investments LLC
THIS SETTLEMENT AGREEMENT (the “Agreement”) is made and entered into as of
the date of the last signature below, by and between the CITY OF ARLINGTON, a Washington
State municipal corporation (the “City”) and Bellin Investments LLC, a Washington limited
liability company, (the “Owner”).
Owner agrees to convey property and/or interest in property to the City as described in,
and in the form of, the following documents:
EXHIBIT A – Warranty Deed Parcel 00472500000108
EXHIBIT B – Temporary Easement Parcel 00472500000108
EXHIBIT C – Temporary Easement Parcel 00472500000101
Owner agrees to sign and deliver to City additional documents necessary to complete the
transaction:
EXHIBIT D – Borrower’s Authorization to Communicate with Third Party
EXHIBIT E – W-9
1. TOTAL MONETARY COMPENSATION – Parcel 00472500000108: The
total monetary compensation is TWO HUNDRED AND NINTEEN THOUSAND AND TWO
HUNDRED AND 00/100THS DOLLARS ($219,200.00).
2. TOTAL MONETARY COMPENSATION – Parcel 00472500000101: The
total monetary compensation is EIGHT HUNDRED AND 00/100THS DOLLARS ($800.00).
3. CONDITION OF TITLE: Title to the property is to be free of all encumbrances
or defects, except those acceptable to City. Any liens, encumbrances, easements, restrictions,
conditions, covenants, rights, rights-of-way or other matters affecting title to the property that
arise or appear of record or are revealed by survey or otherwise after the date of the title report,
but before closing, shall be subject to City's acceptance. Title shall be conveyed free and clear of
all monetary encumbrances. MORTGAGEES OR LIEN HOLDERS MAY REQUIRE A
REDUCTION TO PRINCIPAL OR OTHER PAYMENTS ON THE LOAN IN
CONSIDERATION FOR RELEASES OR SUBORDINATIONS. ANY REQUIRED
REDUCTION SHALL BE PAID BY OWNER BY A DEDUCTION FROM OWNER’S
MONETARY COMPENSATION UNDER THIS AGREEMENT.
SETTLEMENT AGREEMENT 2
Form Revised 3/2025
4. TITLE INSURANCE: Preliminary commitments have been issued by FIRST
AMERICAN TITLE under order no. 4229-4013721 for parcel 00472500000108 and order no.
4229-4285445 for parcel 00472500000101. The title policies shall be paid by City and shall
contain no exceptions other than those provided in said standard form, plus encumbrances or
defects acceptable to City.
5. CLOSING OF SALE: This sale shall be closed at the office of FIRST
AMERICAN TITLE, 2707 Colby Avenue, Suite 601, Everett, WA 98201, Closing Agent, or at
such licensed and bonded escrow company as City selects, within sixty (60) days after mutual
acceptance of this Settlement Agreement, or within sixty (60) days after mortgage and lien
subordinations have been secured and title has been cleared of any encumbrances or defects,
whichever occurs later. City and Owner will, immediately on demand, deposit with Closing
Agent all instruments and monies required to complete the transaction in accordance with this
agreement.
The date of closing shall be the date upon which all appropriate documents are recorded
and the proceeds of the sale are available for disbursement to Owner.
6. CLOSING COSTS AND PRORATES: Real estate excise tax, escrow fees,
recording, partial releases, and subordination fees shall be paid by City. Any delinquent and
outstanding property taxes shall be paid by Owner at or prior to closing. Additionally, the City
will pay any and all other closing costs, including all costs required by Owner’s lender to
approve a partial reconveyance of the conveyed property besides any required reduction to
principal or other payments on the loan in consideration for releases or subordinations.
7. POSSESSION: City shall be entitled to possession on the date of closing.
8. CITY COUNCIL APPROVAL: Owner acknowledges that this agreement does
not bind the City until the City Council approves this Settlement Agreement and the Mayor
executes the Agreement.
9. ADDITIONAL CONDITIONS:
a) The City will provide the property owners with an 8-inch commercial sewer main to the
edge of property for future development as part of the project
b) The Grantee shall indemnify, defend, and hold the Grantor and its members, managers,
successors, and assigns harmless from any and all costs, liabilities, losses, damages,
expenses, causes of action, claims, and costs, arising from or related in any way to use,
occupancy, construction, and/or repair of the easement area by Grantee and/or their
contractors, subcontractors, agents, employees, guests, invitees, and representatives
c) During the term of the Temporary Easement (including any and all extensions), the
Grantee and its contractors and subcontractors shall maintain commercial general liability
insurance with limits not less than $1,000,000 per occurrence, covering bodily injury and
property damage arising from use of the easement area and/or Grantee’s construction
activities. Grantor shall be named as an additional insured on a primary and non-
contributory basis. All contractors and subcontractors entering the Temporary Easement
SETTLEMENT AGREEMENT 3
Form Revised 3/2025
shall carry comparable coverage, including workers’ compensation as required by
Washington law. Grantee shall provide to Grantor evidence of insurance and required
endorsements prior to entry onto the easement area. Grantee’s self-insurance, if
applicable, shall not limit its obligations or liability under this Temporary Easement
d) In the event any repairs or replacements are necessitated by damage caused by Grantee or
their contractors, subcontractors, agents, employees, guests, invitees, or representatives,
whether such damage arises voluntarily or involuntarily, Grantee shall promptly repair
said damage to a condition reasonably approximating the condition that existed
immediately prior to such damage
e) The City must remove all construction vehicles and related equipment by the end of the
temporary easement term
f) All construction work for this project will fall between the hours of 7:00 AM and 7:00
PM on Monday – Friday, except for federally recognized holidays
g) The City shall provide contact information for a project manager for all tenant complaints
about the workers or work with the 30-day written notice mentioned in the temporary
easement
h) During the term of the Temporary Easement (including any and all extensions), access to
and from 180th Street will not be impaired or blocked at any time as part of the project
DATED this ______ day of _______________________, 2026.
CITY OF ARLINGTON
By___________________________________
Don Vanney, Mayor
DATED this ______ day of _______________________, 2026.
Bellin Investments, LLC
Kelsey Bellin, Member
_______________________________________
SETTLEMENT AGREEMENT 4
Form Revised 3/2025
DATED this ______ day of _______________________, 2026.
Jesse Bellin, Member
Owner’s Mailing Address
19827 183rd Place NE, Woodinville, WA
98077
Owner’s Email Address: kelseybellin@gmail.com
Owner’s Phone Number: (425) 354-8250
BORROWER’S AUTHORIZATION TO COMMUNICATE WITH THIRD PARTY
TO: Lender Name: ________________________________
Lender Address: ________________________________
________________________________
Telephone No.: ________________________________
RE: __________________________________________________ Property Owner(s)
Loan Account No.: __________________________
(Please ensure this is the current account number associated with your loan.)
Deed of Trust Recording No.: __________________________
Property Tax Account No.: __________________________
Property Address: __________________________
__________________________
The CITY OF ARLINGTON is seeking to acquire the property securing the above-referenced
loan for street improvement purposes.
James Kelly, Public Works Director Katy Shores, Administrative Specialist
238 N Olympic Ave 238 N Olympic Ave
Arlington, WA 98223 Arlington, WA 98223
(360) 403-3505 (360) 403-3506
jkelly@arlingtonwa.gov kshores@arlingtonwa.gov
Alex Day, ROW Agent First American, Title Company
92 Lenora Street, PMB 125 2707 Colby Avenue, Suite 601
Seattle, WA 98121 Everett, WA 98201
(206) 295-0294 (714) 250-3000
alex@csrow.com snotitleteam@firstam.com
You are authorized to communicate orally and in writing with representatives of the CITY OF
ARLINGTON, COMMONSTREET CONSULTING, AND FIRST AMERICAN TITLE
concerning my loan and the partial reconveyance and to issue a partial reconveyance of the
property conveyed to the CITY OF ARLINGTON by the deed I have signed.
DATED: ________________________________________
__________________________________
Printed Name:
__________________________________
Printed Name:
_________________________________
Social Security Number
_________________________________
Social Security Number
City of Arlington Council Agenda Bill WS #8 Attachment
April 13, 2026 Procurement of Filter Trains for Water Treatment Plant Expansion Project Quotation for filter trains Public Work; Jim Kelly, Director EXPENDITURES REQUESTED: $1,978,000 Water Capital Fund 405 BUDGETED AMOUNT: DESCRIPTION: Purchase of two new Filter Trains for the Water Treatment Plant Expansion Project.
The Design for the Water Treatment Plant (WTP) Expansion project is at 90%, staff is now ready to move forward with the purchase of the packaged Absorption Clarifier (AC Clarifier) filter trains. Three filter trains are planned for the ultimate build-out, for this initial phase only two filter trains are being installed. The filter trains are the same Keystone Filters that were installed in 1998 WTP, one difference is that, since 1998, the Keystone patent was purchased by AWC Water Solutions of Langley, British Columbia; the filter trains are manufactured, pre-assembled, and tested in the AWC Langley facility prior to shipping. The original 1998 filters were rated at 550 gallons per minute (GPM), these new filters are rated at 800 GPM. Upon completion of the full WTP Expansion project, the WTP potable water filtration capacity will be increased from 2.4 million gallons per day to 5.8 million gallons per day. Purchase of filter trains will be staged with a 20% initial payment to start fabrication; funding will be a combination of Water CIP funds and secured low interest municipal infrastructure loans. ALTERNATIVES:
-Remand to staff for further evaluation
-Evaluate the use of other filter trains
Workshop; discussion only. At the April 20, 2026 Council Meeting, the proposed motion will be: “I move to approve the purchase of filter trains for the City of Arlington’s Water Treatment Plant Expansion and authorize the mayor to sign a purchase order in the amount of $1,978,000.00.”
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
BHC Consultants
City of Arlington WTP Expansion
AWC Reference No.: 36545 R4
SUBMITTED BY:
AWC Solutions Main Contact
9087A 198 Street Name: Ryan Harvey
Langley, BC V1M 3B1 Telephone: 604-364-2405
Email: ryanh@awcsolutions.com
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
March 9, 2026
Attn: Chris Kelsey, PE, PMP
BHC Consultants
1601 5th Ave # 500, Seattle, WA
Thank you for the opportunity to submit our revised proposal for an AWC adsorption clarifier (AC) system for the
capacity expansion at the City of Arlington’s water treatment plant. This revision provides an updated proposal
capturing Phase 2, the balance of design and pricing for the packaged AC system following completion of Phase 1
of the Project. The existing AWC AC system has been operating at the Arlington plant for over 20 years now and
has performed very well – it has even won awards - and we are excited to be a part of the expansion.
AWC Water Solutions Ltd. (AWC) has one of the most experienced groups of water and wastewater treatment
experts in the industry. The team has decades of history in designing and successfully delivering one of the most
widely recognized water treatment syst ems in the industry. Our in-house engineering and technical teamwork
with clients to select the best process and design a custom package to reliably meet environmental, financial, and
quality standards for your project.
Located in Langley, BC, we employ the following disciplines, to provide a complete ‘single -source’ solution to any
mechanical or electrical requirement:
Technically competent and professional sales team
Professional Engineers, to assist with process design
Journeyman Technicians, to provide full start up/commissioning and maintenance/repair capabilities for
everything we sell.
CSA electrical panel shop for upgrades, modifications, or servicing providing full life cycle support
Combined 65,000 sq. ft. facility providing mechanical and electrical repair and maintenance
Full fabrication facility and machine shop, up to 20-ton lift capacity
With a full range of integrated services provided by highly experienced professionals, AWC is your one -stop-shop
for modular turnkey industrial process solutions. We work extremely hard to provide our clients with unmatched
service and provide the best tot al value and experience possible.
Thank you for considering our proposal. If you have any questions, please do not hesitate to contact me at the
coordinates below.
Sincerely,
Ryan Harvey
604-364-2405
ryanh@awcsolutions.com
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
TABLE OF CONTENTS
1 TECHNICAL PROPOSAL ...................................................................................................................................... 4
1.1 AWC Scope of Work................................................................................................................................................... 4
1.2 AWC Scope of Supply ................................................................................................................................................ 5
2 PRICING .............................................................................................................................................................. 7
2.1 Currency ..................................................................................................................................................................... 7
2.2 Payment Terms .......................................................................................................................................................... 7
2.3 Prompt Payment ....................................................................................................................................................... 8
2.4 Validity ........................................................................................................................................................................ 8
2.5 Escalation ................................................................................................................................................................... 8
2.6 Terms and Conditions .............................................................................................................................................. 8
2.7 Shipping Terms .......................................................................................................................................................... 8
2.8 Schedule and Shipment ........................................................................................................................................... 8
2.9 Warranty ..................................................................................................................................................................... 8
2.10 Commissioning & Testing ..................................................................................................................................... 9
2.11 Optional Site Services ........................................................................................................................................... 9
2.12 AWC Scope of Work ............................................................................................................................................... 9
2.13 Customer Scope of Supply ................................................................................................................................... 9
EXHIBIT 1 P&ID .................................................................................................................................................... 11
EXHIBIT 2 ELECTRICAL LOAD LIST ...................................................................................................................... 12
EXHIBIT 3 MECHANICAL GENERAL ARRANGEMENT ......................................................................................... 13
EXHIBIT 4 AWC VDDR .......................................................................................................................................... 14
EXHIBIT 5 AWC AC INSTALLATION LIST ............................................................................................................. 16
EXHIBIT 6 GENERAL CONDITIONS FOR COMMISSIONING AND TESTING ........................................................ 17
APPENDIX A AWC COMPANY OVERVIEW ........................................................................................................ 18
APPENDIX B AWC TERMS AND CONDITIONS .................................................................................................. 23
APPENDIX C STANDARD EQUIPMENT WARRANTY ......................................................................................... 26
APPENDIX D SITE SERVICES RATE SHEET ......................................................................................................... 28
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
Proprietary & Confidential Page 4 of 28
1 TECHNICAL PROPOSAL
Following completion of Phase 1, AWC is pleased to provide continued support to the City of Arlington WTP
Expansion project with the balance of design and quotation for a packaged Absorption Clarifier (AC Clarifier). All
AWC plants are manufactured, pre-assembled, and tested in our Langley, British Columbia facility prior to
shipping. At this location we have an in-house panel shop, CWB certified fabrication facility, and a machine shop
capable of manufacturing complete water and wastewater treatment systems.
Our proposed packaged Adsorption Clarifier (AC) system can treat up to 1600 GPM, using two trains rated at 800
GPM design flow each.
1.1 AWC Scope of Work
AWC’s scope includes the following project requirements , split into 2 phases to accommodate the client’s project
execution plan.
1.1.1 Phase 1 – Engineering and Design (Completed)
• Documentation preparation:
• Piping and Instrumentation Diagrams
• Electrical Load List
• Mechanical General Arrangement
• Provision of 3D model file
1.1.2 Phase 2 – Fabrication And Delivery
• Balance of drawings and deliverables, per VDDR. See proposal exhibits
• Equipment fabrication and system assembly
• Comprehensive Factory Acceptance Testing
• Develop O&M manuals
• Commissioning and Training, on Time & Material basis
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
Proprietary & Confidential Page 5 of 28
1.2 AWC Scope of Supply
Plant Type AWC-AC-1600-2
Two AC modules rated at 800 USgpm each, max plant flow 1600 USgpm
A common static mixer will be provided, as well as individual inlet strainers per train. Each AC module comprises
an adsorption clarifier and a filter section
AC loading: 8.89 USgpm/ft2
Filter loading rate: 4.75 USgpm/ft2
Note: The filter uses a combined air scour and water backflush filter cleaning system. An initial air scour at 4
scfm/ft2 is followed by a combined air water wash at a wash rate of about 4 -6 USgpm/ft2, (10-15 m/hr), followed
by a water only backflush at 12-16 USgpm/ft2, (30-40 m/hr). The exact rates are established during start up.
Module Details
Equipment Quantity Width Height Length
AC 2 10 ft 9 ft 26 ft
AWC-WTP1 grade aluminum alloy: All modules are constructed of NSF61 certified AWC-WTP1 grade aluminum
alloy offering corrosion free service and eliminating the need for painting and tank structure maintenance.
Individual Inlet flow control valve, meter and a common static mixer providing hydraulic flash mixing
o Pratt butterfly valves mounted with Rotork actuators
o Koflo static mixer
o Endress+Hauser W500 flow meter
Upflow flocculator / clarifier
• Inlet plenum with non-clog Orthos nozzles
• (42”) of crushed quartz media
• Backflushing by combined air scour/raw water flush
• Automatic control valve for air scour and backflush to waste
o Pratt butterfly valves mounted with Rotork actuators
Gravity Sand Filter
• Filter split in two sections, similar to existing trains
• Plenum with non-clog Orthos nozzles
• 18” of Anthracite and 12” of sand media
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
Proprietary & Confidential Page 6 of 28
• Backwashing by combined air scour/water
• Automatic control valve for effluent, rinse, air scour, and backwash
o Pratt butterfly valves mounted with Rotork actuators
Duty/Standby Air scour blowers (Common for clarifier and filters)
o Aerzen PD blowers with Danfoss FC202 VFD
o Shipped loose
Backwash pump rated for 1312 US gpm at 35 ft TDH (By Others)
Other Instruments
• One turbidimeter for raw water and one for filtered water for each train
o Hach TU5300sc
• One Clarifier dP transmitter per train
o Siemens P320
• One AC plenum pressure transmitter and pressure switch per train
o Endress+Hauser PTP31B
• One Filter pressure transmitter per filter
o Siemens P320
• One Filter level transmitter per filter
o Flowline LR83
• One Backwash magnetic flowmeter
o Endress+Hauser W500
• One backwash pressure safety valve
o Cla-Val 50-01
Chemical Systems – By others but available from AWC upon request
Two remote IO panels
Existing plant PLC will be used for control
• Owner to free issue spare PLC for programming and AWC Factory Acceptance Test.
• AWC will provide program for the SCADA integrator to complete programming and integration of entire
plant.
Access stairs and walkway with additional set of stairs
Factory Acceptance Test report
Operation and Maintenance Manual 1 digital
Startup, commissioning, training or SCADA program integration support: Is provided on a time and material
basis. See Site Service Rates in Appendix C. An estimated budget can be provided on request.
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
Proprietary & Confidential Page 7 of 28
2 PRICING
Pricing from AWC is for the complete AC system, split into a phased execution approach, and inclusions in scope
of supply per section 1.2. Please contact AWC for adjusted pricing if removal of one of the scopes is required.
AWC’s pricing is provided below.
Item# Quantity Equipment Description Unit Price Extended
Price
1 1 Lot Phase 1 – Engineering and Design (Complete)
See section 1.1.1 for a list of completed deliverables
$ 20,000 $ 20,000
2 1 Lot Phase 2 – Fabrication And Delivery
See section 1.1.2, and 1.2 for scope of supply
Per schedule considerations in section 2.8 Schedule
and Shipment
$1,978,000 $1,978,000
Optional Scope
3 T&M Freight
See section 2.5 Shipping Terms
T&M T&M
4 T&M Commissioning, Training or See section 2.9 Optional
Site Services
T&M T&M
5 T&M SCADA Integration Support T&M T&M
2.1 Currency
All pricing excludes taxes and is in USD.
2.2 Payment Terms
Payment milestones for any project proceeding to the contract phase shall be:
• Phase 1 (Complete)
o $20,000 net 30 upon receipt of PO, for drawing s and information as described in section 1.1.1
• Phase 2
o 10% net 30 upon receipt of novated PO
o 25% net 30 upon submission of drawings for release to manufacture
o 50% net 30 upon purchase of major equipment
o 10% net 30 upon readiness to ship
o 5% of contract price net 30 upon commissioning, or 120 days after notice of ready to ship,
whichever occurs first
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
Proprietary & Confidential Page 8 of 28
2.3 Prompt Payment
In the event that the Customer fails to pay invoices when due, AWC shall have the right to suspend work,
terminate contract, alter terms, or any other action, in AWC's sole discretion, required to protect AWC's interests.
2.4 Validity
Proposal Valid for 30 days.
2.5 Escalation
Due to the current environment of extreme volatility for materials and equipment pricing, this Agreement may be
subject to price escalation. At the time AWC is released to place orders with material and equipment vendors,
pricing shall be increased for direct cost increases relative to cost increase to AWC.
2.6 Terms and Conditions
For the purpose of this proposal, AWC Standard Terms and Conditions shall apply, which are attached in Appendix
B for reference. Should AWC be the preferred proponent, AWC shall negotiate in good faith a mutually agreeable
set of Terms & Conditions.
2.7 Shipping Terms
Ex Works AWC Manufacturing: AWC will prepare equipment and crates for loading at our Langley facility.
2.8 Schedule and Shipment
Phase 1: Deliverables listed in section 1.1.1 are complete.
Phase 2: The balance of shop drawings will be submitted for approval per the schedule included on the AWC
VDDR. Fabrication will not commence until the Purchaser has indicated, in writing, approval of the shop
drawings. AWC assumes a (2) week drawing review by Purchaser.
Price and Schedule Conditions: The pricing provided is contingent on release to procure by July 202 6 and
approval to fabricate at AWC’s discretion. AWC is forecasting a Readiness to Ship date of February 2027. In the
event the Customer requires storage beyond the Readiness to Ship date, AWC will provide storage at no charge
through end of May 2027. Storage and handling costs beyond that date will be assessed at AWC's sole discretion.
NOTE: All schedules are preliminary and subject to change based on AWC loading at time of Order
Acceptance and/or at release to procure and manufacture.
2.9 Warranty
AWC warranty has been included for reference as Appendix C Standard Equipment Warranty. Additional
coverage is available, please contact your representative for details.
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
Proprietary & Confidential Page 9 of 28
2.10 Commissioning & Testing
To ensure a smooth startup, commissioning and testing phase, AWC has included a set of general conditions
required at the facility, along with a description of activities at site. Please see General Conditions for
Commissioning & Performance Testing included in the proposal exhibits.
2.11 Optional Site Services
Site services for commissioning, training, performance testing is invoice d on a Time and Material Basis. This
allows our clients the flexibility to customize a site service agreement tailored to their specific needs. AWC has
evaluated your RFQ and is proposing the following time at site:
• Commissioning, Training, Testing– 1 trip, 14 days at site, 10 hours per day
Time at site will be invoiced per the prevailing AWC Site Services Rate Table at time of services, see Appendix D .
2.12 AWC Scope of Work
AWC’s scope includes the following project requirements:
• Process, mechanical, and pipe design for the packaged treatment systems
• Drawing preparation including P&ID, Layouts, and Mechanical
• Equipment fabrication
• Factory Acceptance Testing
• O&M manuals
Please see the detailed scope of supply for all included items, anything not called out specifically in the scope of
supply has not been included. The provided P&IDs provide further clarification, piping and items indicated with a
dashed line are not part of AWC’s scope.
2.13 Customer Scope of Supply
AWC’s standard scope of supply is focused on delivering fully integrated, process -ready systems. To support
flexibility, efficiency, and transparent execution, certain site -specific responsibilities fall outside our supply
boundary. These exclusions are clearly defined not only to establish responsibility but also to provide the
opportunity to leverage local resources, reduce costs, and align installation with site -specific requirements.
The following items are not included in AWC’s scope of supply:
• Shipping, receiving, unloading, and storage of materials are managed on site to ensure coordination with
local logistics, handling equipment, and schedule preferences.
• Installation of supplied equipment is excluded, allowing local trades or contractors to carry out work in
accordance with familiar site practices and regional codes.
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
Proprietary & Confidential Page 10 of 28
• Site preparation, foundations, and building work are excluded to maintain full flexibility in structural and
civil design, whether integrating with new construction or existing infrastructure.
• Design and supply of interconnecting piping, including process or pipe runs between tanks and equipment,
air and utility, and drain lines, is handled at the site level to allow for alignment with existing piping standards
and layout conditions.
• Field electrical wiring and conduit between control panels and junction boxes or equipment is performed on
site to align with regional electrical codes and wiring practices.
• Minor re-termination of equipment wiring, where disconnections are necessary for shipping, is completed
during installation and does not require factory assistance.
• Sludge handling infrastructure, including storage, pumping, and dewatering, is excluded to allow for
customized sizing and specification based on solids loading and preferred disposal methods.
• Chemical procurement and distribution piping to injection points is excluded to allow compatibility with
existing chemical supply programs or preferred vendors.
• Secondary containment for chemical storage and dosing systems is not supplied, supporting adherence to
regional containment codes and local environmental requirements.
• Final electrical connections to auxiliary devices such as blowers or metering pumps are carried out on site to
suit specific layouts and electrical infrastructure.
• Permitting and regulatory approvals are outside the scope of supply, as these are inherently site -specific and
require coordination with local authorities.
• Sampling and laboratory testing is to be completed on site to ensure alignment with applicable monitoring
requirements and quality assurance protocols.
This division of responsibilities ensures a clean project interface, supports installation flexibility, and enables
efficient coordination with site-level contractors, schedules, and regulatory frameworks.
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
Proprietary & Confidential Page 11 of 28
EXHIBIT 1 P&ID
NOTES:
1.NOT ALL CONTROLS AND SWITCHES ARE SHOWN ON THIS PAGE, REFER TO ASSOCIATED P&IDS.
2.HMI SCREEN TO BE 15".
3.ALL EQUIPMENT IN SOLID LINE TYPE CONNECTED TO DASHED LINE TYPE IS SUPPLIED BY AWC, SHIPPED LOOSE FOR INSTALLATION BY OTHERS.
4.REFER TO SERIAL INTERFACE LIST.
5.RAW WATER pH MUST BE CONTROLLED WITHIN 6.5 ~ 8.0, OTHERWISE THE pH ADJUSTMENT IS REQUIRED.
6.THE CLIENT SHALL ENSURE THAT THE RAW WATER PRESSURE FEEDING THE CLARIFIER DOES NOT EXCEED 10 PSIG.
NOTE 2
XHS
470A STOP
ESD
RESET
ESDXHS
470B
FHS
400
ACTRAIN 4
AUTO
OFF
ACTRAIN 5
AUTO
OFF
FHS
500
RCP-401
HMI
NOTE 1
RAW WATER 01021 PID-002-01
RAW WATER
TO AC TRAIN 4
01031 PID-003-01
RAW WATER
TO AC TRAIN 5
pH ADJUSTMENT
NOTE 5
SP-4504
SP
-
4
5
0
1
SP
-
4
5
0
2
SP
-
4
5
0
3
SP
A
R
E
COAGULANT
1/
2
"
1/
2
"
1/
2
"
12"
ETHERNET TO
CLIENT MAIN
CONTROL PANEL
STOP
ESDXHS
570A
RCP-501
ETHERNET TO
CLIENT MAIN
CONTROL PANEL
1/
2
"
HV
-
4
5
0
0
FLOW
CELL
DRAIN
AV
451
AE
451
AIC
451
AC
451
AI
451
I
.
I
.
I
.
HH
OPEN
CLOSED
H
1/
2
"
FC
XXXXX .
RAW WATER
TO AC TRAIN 6 (FUTURE)
AE
452
AIC
452
AI
452
pH
NOTE 6
L
H
I
.
I
.
LL
HH
TURB
AT
451
1/4"
AT
452
pH
SET@:
CASE:
SIZE:4"x4"
BLOCKED FLOW
10 PSIG
PSV
456
RE-ISSUED FOR INFORMATION 24-NOV-25 LC MS KW1
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
NTS ---17 x 11
REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
FILE:
0 07-JUL-25ISSUED FOR INFORMATION LC KW JT
BHC CONSULTANTS
CITY OF ARLINGTON WTP EXPANSION
PIPING AND INSTRUMENTATION DIAGRAM
CONTROL PANEL
136545-PR-PID-001
FOR INFORMATION ONLY
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR GUIDANCE ONLY.
IFC DOCUMENTS ARE
SEALED / AUTHENTICATED
1 2
M:\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.10 Process\5.10.G P&IDs\5.10.G.1 P&IDs
KW
NOTES:
1.SUPPLIED BY OTHERS.
2.CLIENT P&ID CONTROL SIGNALS SHOWN AS IT IS CONTROLLED BY OTHERS.
3.ALL EQUIPMENT IN SOLID LINE TYPE CONNECTED TO DASHED LINE TYPE IS SUPPLIED BY AWC, SHIPPED LOOSE FOR INSTALLATION BY OTHERS.
FLOW SIGNAL
TO COAGULANT
DOSINGSKID
FLOW SIGNAL
TO POLYMER
DOSING SKID
FC
404
FI
402
FQI
402
01021 PID-001-01
RAW WATER
FROM RAW WATER SUPPLY
M
8"X6"
02021 PID-002-02
RAW WATER
TO AC TRAIN 4
(S
P
A
R
E
)
1/
2
"
1/
2
"
TP
407
TP
408
NOTE 1
POLYMER
FIT
402
M
DETAIL MOD.01
6"
FC
8"
STR-4001
PI
.
PI
.
FV
404
6"X8"
FE
402
SP
-
4
0
0
2
SP
-
4
0
0
1
8"-RW-SS4
RE-ISSUED FOR INFORMATION 25-NOV-25 LC MS KW1
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
NTS ---17 x 11
REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
FILE:
0 07-JUL-25ISSUED FOR INFORMATION LC KW JT
BHC CONSULTANTS
CITY OF ARLINGTON WTP EXPANSION
PIPING AND INSTRUMENTATION DIAGRAM
AC TRAIN #4
136545-PR-PID-002
FOR INFORMATION ONLY
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR GUIDANCE ONLY.
IFC DOCUMENTS ARE
SEALED / AUTHENTICATED
1 3
M:\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.10 Process\5.10.G P&IDs\5.10.G.1 P&IDs
KW
NOTES:
1.HOA SWITCH LOCATED ON 40-VCP-301
2.ALL EQUIPMENT IN SOLID LINE TYPE CONNECTED TO DASHED LINE TYPE IS SUPPLIED BY AWC, SHIPPED LOOSE FOR INSTALLATION BY OTHERS.
3.TANKS EQUIPPED WITH ELBOW INSIDE THE TANK.
4.ADJUSTABLE WEIR PLATE.
5.ACTUATOR TO BE EXTENDED ABOVE TANK WALL.
6.TAG NUMBERS TO BE CONFIRMED BY CLIENT.
7.DOUBLE WALL WILL BE PROVIDED BETWEEN CLARIFIER AND FILTER.
8.ACCESS MANWAY, AN ALUMINUM BOLTED AND GASKETED COVER.
9.NO PROTRUSION OF THE FILTER WALLS INTO THE FILTER MEDIA.
I
-
LI
430
LI
420
I
-
I
-
I
-
HH
HH
LL
H
L
H
L
HH
I
-
HPI
432
OPEN
CLOSE
XC
431
HH
I
-
HPI
422
DETAIL SWI.01
NOTE 1
03 04 05
TK-420
ANTHRACITE (18")SP-4201
TK-400 TK-430
ANTHRACITE (18")SP-4301
LT
420
LT
430
RAD RAD
SP-4203 SP-4303
SAND (12")SP-4301SAND (12")SP-4202
SP-4006
1/
2
"
HV
-
4
0
0
7
DRAIN DRAIN
PDIT
401
DRAIN
1/2"
HV-4002
1/2"
HV-4003
PDI
401
H
I
-
HH
TP
402
GF
M
12"
FC
XV
405
XC
405
OPEN
CLOSE
DETAIL SWI.01
NOTE 1
02021 PID-002-01
RAW WATER
FROM RAW WATER SUPPLY
CRUSHED QUARTZ (42")SP-4003
PI
408
HH
I
-
PIT
408
1/
2
"
HV
-
4
0
1
0
4"
CV
-
4
0
0
1
3"
CV
-
4
2
0
1
3"
CV
-
4
3
0
1
M M M
XV
406
XV
421
XV
431
4"
FC 3"
FC
TP
401
TP
421
TP
431
NOTE 8 NOTE 8 NOTE 8
OPEN
CLOSE
XC
406
01 02 04
OPEN
CLOSE
XC
421
01 02
DETAIL SWI.01
NOTE 1
DETAIL SWI.01
NOTE 1
PG
422
PIT
422
031/2"
HV-4202
1/2"
HV-4203
1/2"
HV-4303
PG
432
PIT
432
051/2"
HV-4302
EFFLUENT/BACKWASH HEADER
PID-002-03
TO/FROM VALVES
02022
EFFLUENT/BACKWASH HEADER
PID-002-03
TO/FROM VALVES
02023
8"NOTE 3NOTE 3NOTE 3
NOTE 7
NOTE 4 NOTE 4 NOTE 4
SP-4007A/B SP-4204A/B SP-4304A/B
04021PID-004-01
AIR SCOUR
TK-400
CLARIFIER TANK #1
MANUFACTURER: AWC
VOLUME: 6055 USGAL
SIZE: 10' W x 9' L x 9' H
MATERIAL:
PLATE, ALUMINUM 5086-H116
MEMBERS, ALUMINUM 6061-T6
TK-420
FILTER TANK #1
MANUFACTURER: AWC
VOLUME: 5720 USGAL
SIZE: 10' W x 8'-6" L x 9' H
MATERIAL:
PLATE, ALUMINUM 5086-H116
MEMBERS, ALUMINUM 6061-T6
TK-430
FILTER TANK #2
MANUFACTURER: AWC
VOLUME: 5720 USGAL
SIZE: 10' W x 8'-6" L x 9' H
MATERIAL:
PLATE, ALUMINUM 5086-H116
MEMBERS, ALUMINUM 6061-T6
WASTE
2"
HV
-
4
0
0
1
2"
HV
-
4
2
0
4
2"
HV
-
4
3
0
4
8"
LEVEL SIGNAL TO LC-430
03036 PID-002-03
LEVEL SIGNAL TO LC-420
03037 PID-002-03
8"-RW-SS4
TP
403
1/4"
HV-4005
1/4"
HV-4006
NOTE 5
DRAIN
4"
X
3
"
DRAIN DRAIN
4"-AS-SS4
4"
X
3
"
LL
FC
SP-4002
3"
H
RE-ISSUED FOR INFORMATION 24-NOV-25 LC MS KW1
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
NTS ---17 x 11
REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
FILE:
0 07-JUL-25ISSUED FOR INFORMATION LC KW JT
BHC CONSULTANTS
CITY OF ARLINGTON WTP EXPANSION
PIPING AND INSTRUMENTATION DIAGRAM
AC TRAIN #4
136545-PR-PID-002
FOR INFORMATION ONLY
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR GUIDANCE ONLY.
IFC DOCUMENTS ARE
SEALED / AUTHENTICATED
2 3
M:\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.10 Process\5.10.G P&IDs\5.10.G.1 P&IDs
KW
NOTES:
1.HOA SWITCH LOCATED ON RCP-401
2.ONLY ONE FILTER WILL BACKWASH AT A TIME.
3.TURBIDITY ANALYZER AND FLOWMETER SHALL BE SHIPPED LOOSE TO BE INSTALLED AND WIRED BY OTHERS. TURBIDITY POWERED AND CONTROLLED BY OTHERS.
4.TAG NUMBERS TO BE CONFIRMED BY CLIENT.
5.CLIENT TO ACCOUNT FOR PRESSURE PROTECTION DEVICE UPSTREAM TO LIMIT THE BACKWASH WATER SUPPLY PRESSURE TO PLENUM MAWP OF 10 PSIG .
6.VALVE MOUNTED ON THE TANK NOZZLE, SHOWN ON THIS SHEET FOR CLARITY.
TK-420 EFFLUENT/BACKWASH HEADER
PID-002-02
TO/FROM VALVES
02022
TK-430 EFFLUENT/BACKWASH HEADER
PID-002-02
TO FROM VALVES
02023
FILTER TO WASTE
02031 PID-003-03
TRAIN #5 BACKWASH
BACKWASH SUPPLY
FILTERED WATER
LC
430
M
NOTE 2
NOTE 510"
FC
M
XC
440A
XC
462
XC
440B
FQI
461
M
FI
461
M
FIT
461
10"-BW-SS4
M
LC
420
M
LV
420
LV
430
NOTE 6
NOTE 6
AC
444
1/
2
"
HV
-
4
3
0
5
1/
2
"
NC
FLOW
CELL
DRAIN
AE
444
AIC
444
I
-
AI
444
HH
HOPEN
CLOSED
DETAIL SWI.52
NOTE 1
OPEN
CLOSE
DETAIL SWI.01
NOTE 2
OPEN
DETAIL SWI.01
NOTE 2
OPEN
CLOSE
DETAIL SWI.01
NOTE 2
AIR
GAP
GF
TP
433
TP
434
TP
435
8"
FC FC
1/
2
"
HV
-
4
3
1
2
1/
2
"
HV
-
4
3
1
1
VE
N
T
TURB
LEVEL SIGNAL LI-430
03036 PID-002-02
FLOW SIGNAL LI-420
03037 PID-002-02
10"-FW-SS4
8"-WW-SS4
10
"
X
8
"
XV
440A
8"
FC
CLOSE
8"X12"
XV
462
XV
440B
8"
FC
10"X8"
PSV
461
DRAIN
SET@:
CASE:
SIZE:3" X 3"
BLOCKED DOWNSTREAM
10 PSIG
10"-BW-SS4
12"-FW-SS4
AV
444
10"
8"
8"-FW-SS4
8"-FW-SS4
8"-FW-SS4
NOTE 3
8"X10"
10"-BW-SS4
FE
461
DETAIL MOD.01 DETAIL MOD.01
NOTE 3
1/4"
AT
444
P-410
FILTER SAMPLE PUMPS
MANUFACTURER: TBD
MODEL: TBD
CAPACITY: 5 GPM @ 11.1 FT (TBD)
RATING: 1/75 HP
POWER: 115V/60HZ
M
1/
2
"
HV
-
4
3
2
0
AC
410
ON
OFF
P-410
RE-ISSUED FOR INFORMATION 24-N0V-25 LC MS KW1
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
NTS ---17 x 11
REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
FILE:
0 07-JUL-25ISSUED FOR INFORMATION LC KW JT
BHC CONSULTANTS
CITY OF ARLINGTON WTP EXPANSION
PIPING AND INSTRUMENTATION DIAGRAM
AC TRAIN #4
136545-PR-PID-002
FOR INFORMATION ONLY
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR GUIDANCE ONLY.
IFC DOCUMENTS ARE
SEALED / AUTHENTICATED
3 3
M:\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.10 Process\5.10.G P&IDs\5.10.G.1 P&IDs
KW
NOTES:
1.SUPPLIED BY OTHERS.
2.CLIENT P&ID CONTROL SIGNALS SHOWN AS IT IS CONTROLLED BY OTHERS.
3.ALL EQUIPMENT IN SOLID LINE TYPE CONNECTED TO DASHED LINE TYPE IS SUPPLIED BY AWC, SHIPPED LOOSE FOR INSTALLATION BY OTHERS.
FLOW SIGNAL
TO COAGULANT
DOSINGSKID
FLOW SIGNAL
TO POLYMER
DOSING SKID
FC
504
FI
502
FQI
502
M
8"X6"
(S
P
A
R
E
)
1/
2
"
1/
2
"
TP
507
TP
508
NOTE 1
POLYMER
FIT
502
M
DETAIL MOD.01
6"
FC
8"
STR-5001
PG
.
PG
.
FV
504
6"X8"
01031 PID-001-01
RAW WATER
FROM RAW WATER SUPPLY
03031 PID-003-02
RAW WATER
TO AC TRAIN #5
SP
-
5
0
0
1
SP
-
5
0
0
2
FE
502
8"-RW-SS4
RE-ISSUED FOR INFORMATION 24-NOV-25 LC MS KW1
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
NTS ---17 x 11
REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
FILE:
0 07-JUL-25ISSUED FOR INFORMATION LC KW JT
BHC CONSULTANTS
CITY OF ARLINGTON WTP EXPANSION
PIPING AND INSTRUMENTATION DIAGRAM
AC TRAIN #5
136545-PR-PID-003
FOR INFORMATION ONLY
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR GUIDANCE ONLY.
IFC DOCUMENTS ARE
SEALED / AUTHENTICATED
1 3
M:\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.10 Process\5.10.G P&IDs\5.10.G.1 P&IDs
KW
NOTES:
1.HOA SWITCH LOCATED ON RCP-501.
2.ALL EQUIPMENT IN SOLID LINE TYPE CONNECTED TO DASHED LINE TYPE IS SUPPLIED BY AWC, SHIPPED LOOSE FOR INSTALLATION BY OTHERS.
3.TANKS EQUIPPED WITH ELBOW INSIDE THE TANK.
4.ADJUSTABLE WEIR PLATE.
5.ACTUATOR TO BE EXTENDED ABOVE TANK WALL.
6.TAG NUMBERS TO BE CONFIRMED BY CLIENT.
7.DOUBLE WALL WILL BE PROVIDED BETWEEN CLARIFIER AND FILTER.
8.ACCESS MANWAY, AN ALUMINUM BOLTED AND GASKETED COVER.
I
-
LI
530
LI
520
I
-
I
-
I
-
HH
LL
HH
LL
H
L
H
L
HH
I
-
HPI
532
OPEN
CLOSE
XC
531
HH
I
-
HPI
522
DETAIL SWI.01
NOTE 1
03 04 05
TK-520
ANTHRACITE (18")SP-5201
TK-500 TK-530
ANTHRACITE (18")SP-5301
LT
520
LT
530
RAD RAD
SP-5203 SP-5303
SAND (12")SP-5302SAND (12")SP-5202
SP-5006
1/
2
"
HV
-
5
0
0
7
DRAIN DRAIN
PDIT
501
DRAIN
1/2"
HV-5005
1/2"
HV-5002
1/4"
HV-5006
1/2"
HV-5003
PDI
501
H
I
-
HH
TP
502
GF
M
12"
FC
XV
505
XC
505
OPEN
CLOSE
DETAIL SWI.01
NOTE 1
CRUSHED QUARTZ (42")SP-5003
PI
508
HH
I
-
PIT
508
1/
2
"
HV
-
5
0
1
0
4"
CV
-
5
0
0
1
3"
CV
-
5
2
0
1
3"
CV
-
5
3
0
1
M M M
XV
506
XV
521
XV
531
4"
FC 3"
FC
TP
501 TP
521
TP
531
NOTE 8 NOTE 8 NOTE 8
OPEN
CLOSE
XC
506
01 02 04
OPEN
CLOSE
XC
522
01 02
DETAIL SWI.01
NOTE 1
DETAIL SWI.01
NOTE 1
PG
522
PIT
522
031/2"
HV-5202
1/2"
HV-5203
1/2"
HV-5303
PG
532
PIT
532
051/2"
HV-5302
NOTE 3NOTE 3NOTE 3
NOTE 7
NOTE 4 NOTE 4 NOTE 4
SP-5007A/B SP-5204A/B SP-5304A/B
TK-500
CLARIFIER TANK #1
MANUFACTURER: AWC
VOLUME: 6055 USGAL
SIZE: 10' W x 9' L x 9' H
MATERIAL:
PLATE, ALUMINUM 5086-H116
MEMBERS, ALUMINUM 6061-T6
TK-520
FILTER TANK #1
MANUFACTURER: AWC
VOLUME: 5720 USGAL
SIZE: 10' W x 8'-6" L x 9' H
MATERIAL:
PLATE, ALUMINUM 5086-H116
MEMBERS, ALUMINUM 6061-T6
TK-530
FILTER TANK #2
MANUFACTURER: AWC
VOLUME: 5720 USGAL
SIZE: 10' W x 8'-6" L x 9' H
MATERIAL:
PLATE, ALUMINUM 5086-H116
MEMBERS, ALUMINUM 6061-T6
WASTE
.
HV
-
5
0
0
1
2"
HV
-
5
2
0
4
2"
HV
-
5
3
0
4
8"
03031 PID-003-01
RAW WATER
FROM RAW WATER SUPPLY
8"
LEVEL SIGNAL TO LC-530
04038 PID-003-03
LEVEL SIGNAL TO LC-520
04039 PID-003-03
EFFLUENT/BACKWASH HEADER
PID-003-03
TO/FROM VALVES
03033
EFFLUENT/BACKWASH HEADER
PID-003-03
TO/FROM VALVES
03032
04031PID-004-01
AIR SCOUR
8"-RW-SS4
NOTE 5
DRAINDRAINDRAIN
4"
X
3
"
4"
x
3
"
4"-AS-SS4
TP
503
SP-5002
3"
FC
H
RE-ISSUED FOR INFORMATION 24-NOV-25 LC MS KW1
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
NTS ---17 x 11
REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
FILE:
0 07-JUL-25ISSUED FOR INFORMATION LC KW JT
BHC CONSULTANTS
CITY OF ARLINGTON WTP EXPANSION
PIPING AND INSTRUMENTATION DIAGRAM
AC TRAIN #5
136545-PR-PID-003
FOR INFORMATION ONLY
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR GUIDANCE ONLY.
IFC DOCUMENTS ARE
SEALED / AUTHENTICATED
2 3
M:\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.10 Process\5.10.G P&IDs\5.10.G.1 P&IDs
KW
NOTES:
1.HOA SWITCH LOCATED ON RCP-501.
2.ONLY ONE FILTER WILL BACKWASH AT A TIME.
3.TURBIDITY ANALYZER SHALL BE SHIPPED LOOSE TO BE INSTALLED AND WIRED BY OTHERS. TURBIDITY POWERED AND CONTROLLED BY OTHERS.
4.TAG NUMBERS TO BE CONFIRMED BY CLIENT.
5.CLIENT TO ACCOUNT FOR PRESSURE PROTECTION DEVICE UPSTREAM TO LIMIT THE BACKWASH WATER SUPPLY PRESSURE TO PLENUM MAWP OF 10 PSIG.
6.VALVE MOUNTED ON THE TANK NOZZLE, SHOWN ON THIS SHEET FOR CLARITY.
FILTER TO WASTE
FILTERED WATER
LC
530
M
NOTE 2
NOTE 510"
FC
M
XC
540A
XC
562
XC
540B
M
10"-BW-SS4
LC
520
M
LV
520
NOTE 6 NOTE 6
AC
544
1/
2
"
HV
-
5
3
0
5
1/
2
"
NC
FLOW
CELL
DRAIN
AE
544
AIC
544
I
-
AI
544
HH
HOPEN
CLOSED
DETAIL SWI.52
NOTE 1
OPEN
CLOSE
DETAIL SWI.01
NOTE 2
OPEN
DETAIL SWI.01
NOTE 2
OPEN
CLOSE
DETAIL SWI.01
NOTE 2
AIR
GAPGF
TP
533
TP
534
TP
535
8"
FC
1/
2
"
HV
-
5
3
1
2
1/
2
"
HV
-
5
3
1
1
VE
N
T
TURB
10"-FW-SS4
8"-WW-SS4
XV
540A
8"
FC
CLOSE
XV
562
XV
540B
8"
FC
AV
544
10"
8"M
LV
530
FLOW SIGNAL LI-520
04039 PID-003-02
FLOW SIGNAL LI-530
04038 PID-003-02
TK-530 EFFLUENT/BACKWASH HEADER
PID-003-02
TO/FROM VALVES
03033
TK-520 EFFLUENT/BACKWASH HEADER
PID-003-02
TO/FROM VALVES
03032
8"-FW-SS4
8"-FW-SS4
02031PID-002-03
BACKWASH SUPPLY
.
DETAIL MOD.01 DETAIL MOD.01
FC
NOTE 3
10
"
X
8
"
8"-FW-SS4
1/4"
AT
544
M
AC
510
1/
2
"
HV
-
5
3
2
0
ON
OFF
P-510
P-510
FILTER SAMPLE PUMPS
MANUFACTURER: TBD
MODEL: TBD
CAPACITY: 5 GPM @ 11.1 FT (TBD)
RATING: 1/75 HP
POWER: 115V/60HZ
RE-ISSUED FOR INFORMATION 24-NOV-25 LC MS KW1
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
NTS ---17 x 11
REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
FILE:
0 07-JUL-25ISSUED FOR INFORMATION LC KW JT
BHC CONSULTANTS
CITY OF ARLINGTON WTP EXPANSION
PIPING AND INSTRUMENTATION DIAGRAM
AC TRAIN #5
136545-PR-PID-003
FOR INFORMATION ONLY
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR GUIDANCE ONLY.
IFC DOCUMENTS ARE
SEALED / AUTHENTICATED
3 3
M:\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.10 Process\5.10.G P&IDs\5.10.G.1 P&IDs
KW
NOTES:
1.BLOWERS ARE POWERED AND CONTROLLED BY MAIN CONTROL PANEL (BY OTHERS) WITH HOA SWITCH LOCATED LOCAL TO BLOWER SKID. AWC PLC TO SEND BLOWER
REQUEST TO MAIN CONTROL PANEL (BY OTHERS) THROUGH SCADA COMMUNICATION.
2.ALL EQUIPMENT IN SOLID LINE TYPE CONNECTED TO DASHED LINE TYPE IS SUPPLIED BY AWC, SHIPPED LOOSE FOR INSTALLATION BY OTHERS.
3.LOOP ABOVE HIGH WATER LEVEL IN TANK(S).
4.AWC TO PROVIDE SHIPPED LOOSE VFD'S MOUNTED AND INSTALLED BY OTHERS.
B-810/820
FILTER AIR SCOUR BLOWER
MANUFACTURER: AERZEN
MODEL: GM 10S
CAPACITY:
CLARIFIER: 342 SCFM @ 5 PSIG
EACH FILTER: 170 SCFM @ 5PSIG
RATING: 20 HP
POWER: 460V/3Ph/60Hz
04021PID-002-02
AIR SCOUR
TO TRAIN 4
M
M
FIT
801
1"
HV
-
0
8
0
1
SET@:
CASE:
SIZE:3"
BLOCKED FLOW
7 PSIG PSV
820
SET@:
CASE:
SIZE:3"
BLOCKED FLOW
7 PSIG PSV
810
4"
CV-0810
4"
CV-0820
4"-AS-SS4
4"-AS-SS4
PG
810
1/
2
"
HV
-
0
8
1
0
1/
2
"
X
1
/
4
"
1/
2
"
HV
-
0
8
2
0
PG
820
1/
2
"
X
1
/
4
"
I
.
I
.
UC
810
UC
820
S
.
NOTE 4 DETAIL VFD.03
S
.
NOTE 4 DETAIL VFD.03
I
.
FI
801
HH
H
NOTE 3
B-810
B-820
L
THER
04031PID-003-02
AIR SCOUR
TO TRAIN 5
4"
HV-0821
4"
HV-0811
TP
820
TP
810
VFD VFD
RE-ISSUED FOR INFORMATION 24-NOV-25 LC MS KW1
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
NTS ---17 x 11
REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
FILE:
0 07-JUL-25ISSUED FOR INFORMATION LC KW JT
BHC CONSULTANTS
CITY OF ARLINGTON WTP EXPANSION
PIPING AND INSTRUMENTATION DIAGRAM
BLOWERS
136545-PR-PID-004
FOR INFORMATION ONLY
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR GUIDANCE ONLY.
IFC DOCUMENTS ARE
SEALED / AUTHENTICATED
1 1
M:\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.10 Process\5.10.G P&IDs\5.10.G.1 P&IDs
KW
NOTES:
RE-ISSUED FOR INFORMATION 24-NOV-25 LC MS KW1
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
NTS ---17 x 11
REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
FILE:
0 07-JUL-25ISSUED FOR INFORMATION LC KW JT
BHC CONSULTANTS
CITY OF ARLINGTON WTP EXPANSION
PIPING AND INSTRUMENTATION DIAGRAM
MISC. SIGNALS AND ALARMS TABLE
136545-PR-PID-005
FOR INFORMATION ONLY
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR GUIDANCE ONLY.
IFC DOCUMENTS ARE
SEALED / AUTHENTICATED
1 1
M:\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.10 Process\5.10.G P&IDs\5.10.G.1 P&IDs
KW
LINE TYPES
DOWNWARD SLOPE
FLOW BY GRAVITY
KNIFE GATE VALVE
NORMALLY CLOSED
LINE DESIGNATIONS
LINE SIZE (METRIC)
LINE SERVICE CODE
LINE NUMBER
MATERIAL CODE
NEEDLE VALVE
NORMALLY OPEN
NEEDLE VALVE
NORMALLY CLOSED
BUTTERFLY VALVE
NORMALLY OPEN
BUTTERFLY VALVE
NORMALLY CLOSED
KNIFE GATE VALVE
NORMALLY OPEN
BACK FLOW PREVENTER
DOUBLE CHECK VALVE
BACK FLOW PREVENTER WITH
REDUCED PRESSURE ZONE
CHECK VALVE
PINCH VALVE
NORMALLY OPEN
V BALL VALVE
NORMALLY CLOSED
V BALL VALVE
NORMALLY OPEN
DIAPHRAGM VALVE
BALL VALVE
NORMALLY CLOSED
BALL VALVE 4 WAY
UPWARD SLOPE
BALL VALVE
NORMALLY OPEN
GATE VALVE 4 WAY
DRAIN VALVE
NORMALLY CLOSED WITH CAP
PLUG VALVE
NORMALLY OPEN
PLUG VALVE
NORMALLY CLOSED
BALL VALVE 3 WAY
VENT VALVE
NORMALLY CLOSED WITH PLUG
GLOBE VALVE
NORMALLY CLOSED
GATE VALVE 3 WAY
VENT VALVE
NORMALLY CLOSED WITH CAP
FLOAT VALVE
VALVE SYMBOLS
GATE VALVE
NORMALLY OPEN
GATE VALVE
NORMALLY CLOSED
GLOBE VALVE
NORMALLY OPEN
CHECK VALVE FOOT
GATE VALVE ANGLE
VALVE SYMBOLS (CONT.)
INJECTION QUILL C/W
BUILT-IN CHECK VALVE
VALVE SYMBOLS (CONT.)
GATE VALVE ANGLE
DRAIN VALVE
NORMALLY CLOSED WITH PLUG
DRAIN VALVE
NORMALLY CLOSED
VENT VALVE
NORMALLY CLOSED
AA-BB-CCCC-DD
1
2
1
2
GF
PINCH VALVE
NORMALLY CLOSED
ACTUATORS
PNEUMATIC LINEAR PISTON
ACTUATOR
M
S
SPRING-DIAPHRAGM ACTUATOR
SPRING-DIAPHRAGM ACTUATOR
WITH HANDWHEEL
MOTORIZED ACTUATOR
(LINEAR OR ROTARY)
SOLENOID ACTUATOR
MANUAL/HAND ACTUATOR
(LEVER OR GEAR)
SPRING OR WEIGHTED
RELIEF ACTUATOR
INSTRUMENT CONNECTORS
FLANGED INSTRUMENT
CONNECTION TO PROCESS LINE
GENERIC INSTRUMENT
CONNECTION TO PROCESS LINE
HEAT TRACED INSTRUMENT
CONNECTION TO PROCESS LINE
P-101
SOME KIND OF PUMP
FLOW RATE
MATERIALS, SIZE
MOTOR DETAILS
TK-401
ANNOTATIONS
EQUIPMENT DESCRIPTION
EQUIPMENT TAG LABEL
FLOW ARROWS
AIR VENT VALVE
COMBINATION AIR VALVE
VACCUM BREAKER
P
50mm
INSULATION AND HEAT TRACE
E = ELECTRICAL
S = STEAM
G = GLYCOL
C = COLD INSULATION
P = PERSONAL PROTECTION
SEQUENTIAL
NUMBER
VALVE
IDENTIFIER
VALVE SIZE
(METRIC)
VALVE
OPTION
VALVE IDENTIFIER
HV - HAND VALVE
BFV - BUTTERFLY VALVE
BV - BALL VALVE
CV - CHECK VALVE
ARV - AIR RELEASE VALVE
CAV - COMBINATION AIR VALVE
AAV - AIR VACUUM VALVE
PRV - PRESSURE RELIEF VALVE
BFP - BACKFLOW PREVENTER
PSV - PRESSURE SAFETY VALVE
PCV - PRESSURE CONTROL VALVE
(BACK, REDUCING, SUSTAINING)
RPZA - REDUCED PRESSURE ZONE ASSEMBLY
TMV - THERMOSTATIC MIXING VALVE
MATERIAL CODES
CPVC - CHLORINATED POLYVINYL CHLORIDE
PVC -POLYVINYL CHLORIDE
CS -CARBON STEEL
DI -DUCTILE IRON
CUL -COPPER TYPE "L"
CUK -COPPER TYPE "K"
HDPE -HIGH DENSITY POLY ETHYLENE
LDPE -LDPE FLEXIBLE TUBING
SS4 -304SS OR 304L
SS6 -316SS OR 316L
CSL -CARBON STEEL, LINED
PEX -PEX POLY TUBING
HPR -HIGH PRESSURE RUBBER HOSE
HAS -HASTELLOY C
A20 -ALLOY-20
PP -POLYPROPELYNE
PE -POLYETHYLENE
PTFE -POLYTETRAFLUOROETHYLENE
PVDF -POLYVINYLIDENE FLUORIDE
FRP -FIBERGLASS REINFORCED PLASTIC
LINE SERVICE CODES
AA -ACETIC ACID
AC -ACID/pH ADJUSTMENT
AM -ALUM
AS -AIR SCOUR
BW -BACKWASH WATER
COG -COAGULANT
DHW -DOMESTIC HOT WATER
DCW -DOMESTIC COLD WATER
DR -DRAIN
FC -FERRIC CHLORIDE
FL -FLOCCULANT
FW -FILTERED WATER
HA -HYDROCHLORIC ACID
HWS -HOT WATER SUPPLY
CWS -COLD WATER SUPPLY
IA -INSTRUMENT AIR
NO -CAUSTIC SODA
NT -NITROGEN
OV -OVERFLOW
PO -POLYMER
PA -PLANT AIR
PF -PLANT FEED
PPS -POTASSIUM PERMANGANATE
PW -POTABLE WATER
RW -RAW WATER
RWW -RAW WASTEWATER
SCH -SODIUM HYPOCHLORITE
SUA -SULPHURIC ACID
SW -SLUDGE WASTE
SWW -SCREENED WASTEWATER
TW -TREATED WATER
UW -UTILITY WATER
WW -WASTEWATER
VALVE IDENTIFICATION
VALVE OPTION
NC - NORMALLY CLOSED
NO - NORMALLY OPEN
FC - FAIL CLOSED
FO - FAIL OPEN
FL - FAIL LAST
LO - LOCKED OPEN
LC - LOCKED CLOSED
TS - TRAVEL STOP
2-WAY SOLENOID VALVE
FLOW LINE PRIMARY (.3MM PLINE)
FLOW LINE SECONDARY (.15MM PLINE)
FLOW LINE FUTURE (.25MM PLINE)
FLOW LINE UNDER GROUND (.000MM PLINE)
DEMOLISHED LINES OR EQUIPMENT
PACKAGE UNIT OR BATTERY LIMITS (.015" PLINE)
CONNECTION TO PROCESS OR
MECHANICAL LINK, OR INSTRUMENT
INPUT SUPPLY
PNEUMATIC SIGNAL
ELECTRIC SIGNAL (HARDWIRED)
CAPILLARY TUBING (FILLED SYSTEM)
HYDRAULIC SIGNAL
ELECTROMAGNETIC OR SONIC
(GUIDED)
ELECTROMAGNETIC / NUCLEAR OR
SONIC (UNGUIDED)
INTERNAL COMMUNICATION LINK
(SHARED SYSTEM (SOFTWARE, PLC-to-RIO,
PLC-to-VFD, etc.))
MECHANICAL LINK
UNDEFINED SIGNAL
FLOW LINE BY OTHERS (.15MM PLINE)
EXTERNAL COMMUNICATION LINK
(INDEPENDENT SYSTEMS (PLC-to-THIRD
PARTY SYSTEM, etc.))
HV-0101
100
v
HV-0101
100
HV-0101
100
HV-0101
100
HV-0101
100
HV-0101
100
HV-0101
100
HV-0101
100
HV-0101
100
HV-0101
100
HV-0101
100
HV-0101
100
HV-0101
100
HV-0101
100
v
HV-0101
100
HV-0101
100
HV-0101
100
HV-0101
100
HV-0101
100
CV-0101
100
HV-0101
100
BFP-0101
200
CV-0101
100
HV-0101
100
HV-0101
100
D
HV
-
0
1
0
1
25
D
HV
-
0
1
0
1
25
D
HV
-
0
1
0
1
25
V
HV
-
0
1
0
1
25
V
HV
-
0
1
0
1
25
V
HV
-
0
1
0
1
25
IQ
100
HV-0101
100
AV-0101
25
CAV-0101
25
VB-0101
25
HV-0101
100
NO
25
S
RPZA-0101
200
( )V
101
HV-0101
100
NOTES:
1.SYMBOLS BASED ON ISA 5.1
HV-0101
100
15
SP-0101
PULSATION DAMPENER
0 REVISION TAG
SPECIALTY ITEM LABELSP-0101
LINE BREAK
M
M MOTORIZED ACTUATOR
WITH HANDWHEEL
25
S
( )V
102 3-WAY SOLENOID VALVE
DE-ENERGIZED
INTEGRATED BLOCK AND BLEED
(WITH POSITIONER)
(WITH POSITIONER)
PNEUMATIC ROTARY PISTON
ACTUATOR
(WITH POSITIONER)
BLEED
HV-0101
100
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
PERMIT TO PRACTICE AWC
QUALITY MANAGEMENT SYSTEM LIBRARY
P&ID LEGEND SHEETS
NTS mm 17 x 11
4REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
0 ISSUED FOR USE 28-APR-22 SBW MS/KW TC
PERMIT TO PRACTICE
AWC WATER SOLUTIONS LTD.
PERMIT NUMBER: 1000417
ENGINEERS & GEOSCIENTISTS
BRITISH COLUMBIA (EGBC)
NAME:
SIGNATURE:
EGBC ID#:
DATE:
1 ISSUED FOR USE 05-JUL-22 SBW MS/KW TC
2 ISSUED FOR USE 01-SEP-22 SF MS/KW TC
3 ISSUED FOR USE 20-DEC-22 SBW MB TC
4 ISSUED FOR USE 06-DEC-24 SF MTB TC
1 7
DWG-ENG-005
MTB
INSULATION /
TRACING CHANGE
SPECIFICATION CHANGE
CLIENT / CONTRACTOR
INTERFACE
BUILDING LIMITS
GRADE
OFF PAGE CONNECTOR
INSTRUMENT SIGNAL
BOUNDARIES
SCOPE LIMIT
DRAWING PAGE CONNECTORS
OFF PAGE CONNECTOR
END OF SCOPE
OFF PAGE CONNECTOR
OFF PAGE CONNECTOR
DUAL FLOW DIRECTIONS
WITHIN PAGE CONNECTOR
DESCRIPTION 1
DESCRIPTION 2
12345 PID-101-01
SOME KIND OF LIQUID
TO / FROM SOMEWHERE
12345 PID-101-01
SOME KIND OF LIQUID
TO / FROM SOMEWHERE
12345 PID-101-01
SOME KIND OF LIQUID
TO / FROM SOMEWHERE
12345 PID-101-01
SOME KIND OF SIGNAL
TO / FROM SOMEWHERE
AWC
OTHERS
A/
G
U/
G
NONEST
SSPVC
CONTRACTORCLIENT
DIAPHRAGM SEAL CONNECTION
DIRECT CONNECTION
OUTSIDEINSIDE
PRESSURE SENSORS
DS
TEMPERATURE SENSORS
FLOW SENSORS
FLOW METER
GENERIC ORIFICE PLATE
FLOW METER
GENERIC VENTURI TUBE
OR FLOW NOZZLE
FLOW METER
PITOT TUBE
FLOW METER
TURBINE/PROPELLER
FLOW METER VORTEX SHEDDING
FLOW METER
SONIC ULTRASONIC
FLOW METER
VARIABLE AREA INDICATOR
WITH INTEGRAL MANUAL
ADJUSTING VALVE
LOCAL FLOW SENSORS
INLINE FLOW SIGHT GLASS
LEVEL SENSORS
* TYPICAL LEVEL SENSOR
SWITCH TYPES
CAP - CAPACITANCE
COND -CONDUCTIVITY
T.F.-TUNING FORK
TYPICAL LEVEL SENSOR TYPES
US -ULTRASONIC
GWR -GUIDED RADAR
RAD -OPEN WAVE RADAR
CAP -CAPACTANCE
SELF ACTUATED DEVICES - PRESSURE
ANALYSIS SENSOR
NON FLOW THROUGH TYPE PRESSURE AND
VACUUM RELIEF VALVE
PRESSURE RELIEF OR
SAFETY VALVE ANGLE
PATTERN SPRING
PRESSURE RELIEF OR
SAFETY VALVE STRAIGHT
THROUGH PATTERN SPRING
PRESSURE REDUCING VALVE
WITH INTERNAL TAP
TIE POINT MARKER
BACK PRESSURE
REGULATOR VALVE
WITH INTERNAL TAP
BV
-
0
1
0
1
xx
BV
-
0
1
0
1
xx
TEMPERATURE INSTRUMENT
C/W FLANGED THERMOWELL
TEMPERATURE INSTRUMENT
C/W THREADED THERMOWELL
HV-0101
xx
HV-0102
xx
BV
-
0
1
0
1
xx
LEVEL SENSOR
GAUGE GLASS,
DISPLACEMENT OR
DIFFERENTIAL PRESSURE
TYPE
ATMOSPHERIC LEVEL
SENSOR
(HEAD PRESSURE)
HV-101
xx
SET@:
CASE:
SIZE:20 x 20
SAFETY
125psi
SET@:
CASE:
SIZE:20 x 20
SAFETY
125psi
SET@:
CASE:
SIZE:100
CV FAILURE
200psi
TP
1000
T ( )
101
( * )
T ( )
101
( * )
F ( )
101
FG
101
LS ( )
102
L ( )
101
( * )
L ( )
101
( * )
L ( )
101
US
A ( )
101
( * )
PSV
101
PSV
101
PCV
101
PCV
101
OFF PAGE CONNECTOR
END OF SCOPEDESCRIPTION 1
M
P ( )
101
NOTES:
1.SYMBOLS BASED ON ISA 5.1
2.UNLESS OTHERWISE STATED, THERMOWELL INCLUDED WITH ALL TEMPERATURE SENSORS.
P ( )
101
REMOTE DIAPHRAGM SEAL
C/W CAPILLIARY TUBING
DS
BV
-
0
1
0
1
xx
P ( )
101
NOTE 2
LS ( )
102
( * )
L ( )
102
GWR
L ( )
103
RAD
NV-0101
ANALYTICAL SENSORS
FLOW
CELL
ANALYSIS SENSOR
THROUGH FLOW CELL
A ( )
101
( * )
BACK PRESSURE / PRESSURE
RELIEF MULTIFUNCTION
VALVE FOR METERING PUMPS
PSV
101
SET@:
CASE:
SIZE:15
BLOCK FLOW
125psi
RUPTURE DISC
PSE
101
SET@:
CASE:
SIZE:20 x 20
SAFETY
125psi
PSV
101
P-V
PCV
101
S
PV
-
SET@:
CASE:
SIZE:6" X 6"
N/A
15psi
FC
PRESSURE CONTROL VALVE
WITH PILOTED SOLENOID VALVE
100
* TYPICAL ANALYSIS TYPES:
CL2 - CHLORINE
CLO2 - CHLORINE DIOXIDE
COND - ELECTRICAL CONDUCTIVITY
DEN - DENSITY
ORP - OXYGEN REDUCTION
pH - pH (HYDROGEN ION)
TURB - TURBIDITY
* TYPICAL TEMPERATURE ELEMENT TYPES:
RTD - RESISTANCE TEMPERATURE DETECTOR
TC - THERMOCOUPLE
LS ( )
102
( * )
* TYPICAL LEVEL SENSOR TYPES
DP - DIFFERENTIAL PRESSURE
* TYPICAL LEVEL SENSOR TYPES
DP - DIFFERENTIAL PRESSURE
L ( )
101
CAP
HV-0101
100
FLOW METER
VARIABLE AREA INDICATOR
(ROTAMETER)
FLOW METER MAGNETIC
OPEN CHANNEL WEIR PLATE
FLOW METER CORIOLIS
ON PAGE CONNECTORS
L ( )
101
L ( )
101
01
01
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
PERMIT TO PRACTICE AWC
QUALITY MANAGEMENT SYSTEM LIBRARY
P&ID LEGEND SHEETS
NTS mm 17 x 11
4REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
0 ISSUED FOR USE 28-APR-22 SBW MS/KW TC
PERMIT TO PRACTICE
AWC WATER SOLUTIONS LTD.
PERMIT NUMBER: 1000417
ENGINEERS & GEOSCIENTISTS
BRITISH COLUMBIA (EGBC)
NAME:
SIGNATURE:
EGBC ID#:
DATE:
1 ISSUED FOR USE 05-JUL-22 SBW MS/KW TC
2 ISSUED FOR USE 01-SEP-22 SF MS/KW TC
3 ISSUED FOR USE 20-DEC-22 SBW MB TC
4 ISSUED FOR USE 06-DEC-24 SF MTB TC
2 7
DWG-ENG-005
MTB
DRAIN
REDUCER ECCENTRIC
REDUCER CONCENTRIC
100x25
MISC. SYMBOLS
THREADED CONNECTION
REMOVABLE SPOOL
CAP - BUTTWELDED
CAP - SOCKET WELD
OR SCREWED
CAP - BREATHER
PLUG
DIALECTRIC UNION
FEMALE CAMLOCK
MALE CAMLOCK
UNION
BLIND FLANGE
MISC. SYMBOLS PUMPS
M
P-101
M
P-101
M
P-101
M
P-101
M
P-101
PUMP
CENTRIFUGAL / AXIAL
(HORIZONTAL)
M
P-101
M
P-101
M
P-101
M
P-101
M
P-101
M
P-101
M
P-101
M
P-101
P-101
M
SF-101
CONVEYERS / FEEDERS
PUMP
CENTRIFUGAL / AXIAL
(VERTICAL)
PROGRESSIVE CAVITY
PUMP
PUMP
SUBMERSIBLE
(WELL)
VERTICAL TURBINE PUMP
PUMP
POSITIVE DISPLACEMENT
(GENERAL SYMBOL)
PUMP
POSITIVE DISPLACEMENT
(LUBE)
PUMP
POSITIVE DISPLACEMENT
(VANE)
PUMP
POSITIVE DISPLACEMENT
(GEAR)
PUMP
DUPLEX
(AIR OPERATED)
PUMP
SUMP
SCREW FEEDER
PUMP CHEMICAL
POSITIVE DISPLACEMENT
(DIAPHRAGM)
PUMP CHEMICAL
POSITIVE DISPLACEMENT
(PERISTALTIC)
PUMP
CENTRIFUGAL / AXIAL
(PLUNGER)
PUMPS PUMPS
HOSE CONNECTION
100x25
NOTES:
1.SYMBOLS BASED ON ISA 5.1
2.SPECIALTY ITEM NUMBER ADDED TO EQUIPMENT PROCURED BY AWC ONLY.
100x25
DRAIN
R.S.
VICTAULIC
FLANGED NOZZLE
SIDE CONNECTION NOZZLE
ANODE
WATER LEVEL
SPRAY NOZZLE
DU
VENT - GOOSENECK
VENT - ATMOSPHERE
STRAINER - Y TYPE
CLEANOUT - Y TYPE
EDUCTOR
EXPANSION JOINT
INSECT SCREEN /
SCREEN FILTER
STATIC MIXER (MULTISTAGE)
SILENCER
FLEXIBLE HOSE
COMLOCK CONNECTIONS
EJ-0101
100
NOTE 2
NOTE 2
NOTE 2
NOTE 2
NOTE 2
NOTE 2
TEMPORARY SUCTION STRAINER
EXPANSION JOINT
CONCENTRIC REDUCER
EXPANSION JOINT
ECCENTRIC REDUCER
EJ-0100
100x50
CC-101 CALIBRATION COLUMN
EJ-0100
100x50
TSS
SP-0100
NOTE 2
STR-0101
STR-0101
EJ-0101
NOTE 2
NOTE 2
NOTE 2
NOTE 2
STATIC MIXER (SINGLE STAGE)
NOTE 2
WEEP HOLE
WH
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
PERMIT TO PRACTICE AWC
QUALITY MANAGEMENT SYSTEM LIBRARY
P&ID LEGEND SHEETS
NTS mm 17 x 11
4REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
0 ISSUED FOR USE 28-APR-22 SBW MS/KW TC
PERMIT TO PRACTICE
AWC WATER SOLUTIONS LTD.
PERMIT NUMBER: 1000417
ENGINEERS & GEOSCIENTISTS
BRITISH COLUMBIA (EGBC)
NAME:
SIGNATURE:
EGBC ID#:
DATE:
1 ISSUED FOR USE 05-JUL-22 SBW MS/KW TC
2 ISSUED FOR USE 01-SEP-22 SF MS/KW TC
3 ISSUED FOR USE 20-DEC-22 SBW MB TC
4 ISSUED FOR USE 06-DEC-24 SF MTB TC
3 7
DWG-ENG-005
MTB
UV
UV-101
FILTRATION / TREATMENT SYMBOLS
ULTRAVIOLET REACTOR
TANKS & VESSELS
PRESSURE VESSEL
VERTICAL OR HORIZONTAL
(TANKS, RECEIVERS, DRYERS,
SEPARATORS)
TANK
OPEN TOP
TK-101
TK-101
TANK
CLOSED TOP WITH
SECONDARY CONTAINMENT
TK-101
TK-101
CHEMICAL TANK
SINGLE WALL
CHEMICAL TANK
DOUBLE WALL
SAFETY SHOWER
WITH EYE WASH
SAFETY SHOWER
EYE WASH
FIRE & SAFETY
ELECTRIC HEATER
FILTRATION
MEMBRANES
HEAT EXCHANGERS
HEAT EXCHANGER
F-101
FILTER
COMPRESSORS MIXERS
FAN / BLOWERS
M
B-101
M
B-101
M
B-101
MIXER PROPELLER
MIXER PADDLE
FAN
FAN WITH OUTLET DUCT
BLOWER
MIXER RAKE
COMPRESSOR
RECIPROCATING
M
C-101
M
MX-101
M
MX-101
M
MX-101
M
C-101
CENTRIFUGAL
COMPRESSOR
M
C-101
ROTARY SCREW
COMPRESSOR
M
B-101
PD AIR
BLOWER
TK-101
TANK
CONE BOTTOM
HOT
WATER
TANK
CH
HWT-101
HOT WATER TANK
THERMOSTATIC MIXING VALVE
TMV-101
FLOCCULATOR PADDLE MIXER
M
MX-101
TANKS & VESSELS
WEIGH SCALE
WIT
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
PERMIT TO PRACTICE AWC
QUALITY MANAGEMENT SYSTEM LIBRARY
P&ID LEGEND SHEETS
NTS mm 17 x 11
4REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
0 ISSUED FOR USE 28-APR-22 SBW MS/KW TC
PERMIT TO PRACTICE
AWC WATER SOLUTIONS LTD.
PERMIT NUMBER: 1000417
ENGINEERS & GEOSCIENTISTS
BRITISH COLUMBIA (EGBC)
NAME:
SIGNATURE:
EGBC ID#:
DATE:
1 ISSUED FOR USE 05-JUL-22 SBW MS/KW TC
2 ISSUED FOR USE 01-SEP-22 SF MS/KW TC
3 ISSUED FOR USE 20-DEC-22 SBW MB TC
4 ISSUED FOR USE 06-DEC-24 SF MTB TC
4 7
DWG-ENG-005
MTB
HORN / SPEAKER
SUMMING
AVERAGING
DIFFERENCE
MULTIPLYING
DIVIDE
SQUARE ROOT
EXPONENTIAL
HIGH SELECT
LOW SELECT
HIGH LIMIT
LOW LIMIT
BIAS
UNSPECIFIED FUNCTION
PROPORTIONAL
TIME
CONVERSION, INPUT / OUTPUT
A ANALOG
B BINARY
D DIGITAL
E VOLTAGE
H HYDRAULIC
I CURRENT
O ELECTROMAGNETIC
P PNEUMATIC
R RESISTANCE
SEL
*
*
( )L
101
DISCRETE SOFTWARE INTERLOCK
PILOT LIGHT / BEACON
H
DEVICE AND INSTRUMENT IDENTIFICATION LETTERS
MISC INSTRUMENT SYMBOLS
FUNCTION SYMBOLS
VFD VARIABLE FREQUENCY DRIVE
S SAFETY HARDWIRED INTERLOCK
I
HH
LL
NOTES:
1.INDICATE 'I' APPLIES TO THE ANALOG OR DIGITAL READOUT OF A MEASUREMENT DEVICE OR A CONTROL SYSTEMS
DISPLAY UNIT.
2.READOUT/PASSIVE FUNCTION GLASS, GAUGE, OR VIEWING DEVICE [G] SHOULD BE USED INSTEAD OF
READOUT/PASSIVE FUNCTION [I] FOR INSTRUMENTS OR DEVICES THAT PROVIDE A SECONDARY VIEW, SUCH AS LEVEL
GLASSES, PRESSURE GAUGES, THERMOMETERS, AND FLOW SIGHT GLASSES.
3.SYMBOLS BASED ON ISA 5.1
PIT
101
X
Y
PIT
101
X
Y
PIT
101
X
Y
PIT
101
X
Y
PIT
101
X
Y
PIT
101
XX
YY
PIT
101
XX
YY
PIT
101
XX
YY
PIT
101
XX
YY
PIT
101
XX
YY
PIT
101
XX
YY
PIT
101
XX
YY
PIT
101
XX
YY
PIT
101
XX
YY
PIT
101
XX
YY
PRIMARY SHARED
DISPLAY AND CONTROL
(AWC PLC)
DISCRETE
INSTRUMENT
FIELD MOUNTED
1.LOCATED IN FIELD
2.VISIBLE AT FIELD LOCATION
3.NORMALLY ACCESSIBLE TO AN OPERATOR
PRIMARY LOCATION NORMALLY
ACCESSIBLE TO AN OPERATOR
1.LOCATED IN OR ON FRONT OF CENTRAL OR MAIN
CONTROL PANEL
2.VISIBLE ON FRONT OF MAIN PANEL OR ON VIDEO
DISPLAY
3.NORMALLY ACCESSIBLE TO AN OPERATOR AT PANEL
FRONT OR CONSOLE
PRIMARY LOCATION NORMALLY
INACCESSIBLE TO AN OPERATOR
1.LOCATED IN REAR OF CENTRAL OR MAIN PANEL
2.NOT VISIBLE ON FRONT OF PANEL OR ON VIDEO DISPLAY
3.NOT NORMALLY ACCESSIBLE TO AN OPERATOR AT
DEVICE OR CONSOLE
AUXILIARY LOCATION NORMALLY
ACCESSIBLE TO AN OPERATOR
1.LOCATED IN OR ON FRONT OF SECONDARY LOCAL PANEL
OR CONSOLE
2.VISIBLE ON FRONT OF PANEL OR ON VIDEO DISPLAY
3.NORMALLY ACCESSIBLE TO AN OPERATOR AT PANEL
FRONT OR CONSOLE
AUXILIARY LOCATION NORMALLY
INACCESSIBLE TO AN OPERATOR
1.LOCATED IN REAR OF SECONDARY LOCAL PANEL OR
CONSOLE
2.LOCATED IN FIELD CABINET
3.NOT VISIBLE ON FRONT OF PANEL OR ON VIDEO DISPLAY
4.NOT NORMALLY ACCESSIBLE TO AN OPERATOR AT DEVICE
OR CONSOLE
INSTRUMENTATION DEVICE AND FUNCTION SYMBOLS
LOCATION AND
ACCESSIBILITY
X -FOR TYPE OF ANALYSER (pH, TURB, ETC.)
Y -APPLICABLE FOR TYPE OF INSTRUMENT (PD, OPR, ETC.)
XX / YY -FOR ALARM AND CONTROL POSITIONS
PIT
101
XX
YY
PIT
101
XX
YY
PIT
101
XX
YY
PIT
101
XX
YY
PIT
101
XX
YY
COMPUTER SYSTEM
AND SOFTWARE
(SCADA, ETC.)
ALTERNATE SHARED
DISPLAY AND CONTROL
(3RD PARTY SYSTEM
DCS, PLC, ETC)
MS MOTOR CONTROLLER
SELECTSEL
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
PERMIT TO PRACTICE AWC
QUALITY MANAGEMENT SYSTEM LIBRARY
P&ID LEGEND SHEETS
NTS mm 17 x 11
4REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
0 ISSUED FOR USE 28-APR-22 SBW MS/KW TC
PERMIT TO PRACTICE
AWC WATER SOLUTIONS LTD.
PERMIT NUMBER: 1000417
ENGINEERS & GEOSCIENTISTS
BRITISH COLUMBIA (EGBC)
NAME:
SIGNATURE:
EGBC ID#:
DATE:
1 ISSUED FOR USE 05-JUL-22 SBW MS/KW TC
2 ISSUED FOR USE 01-SEP-22 SF MS/KW TC
3 ISSUED FOR USE 20-DEC-22 SBW MB TC
4 ISSUED FOR USE 06-DEC-24 SF MTB TC
5 7
DWG-ENG-005
MTB
NOTES:
1.SYMBOLS BASED ON ISA 5.1
2.VFD TAG NUMBER IS SAME AS THE DRIVEN TAG NUMBER
3.MEASURED VARIABLE SUBSTITUTIONS FOR FIRST LETTER
4.SEE P&ID FOR COMMUNICATION LINK TYPE (I.E. INTERNAL OR EXTERNAL)
MC
-
ON
OFF
MSS
-
MA
-
MOTOR
FAULT
MI
-
MOTOR
RUNNING
HI
-A/B
AUTO/
HAND
FC
-
SPEED
CONTROL
VFD
UA
-
MOTOR
FAULT
MI
-
MOTOR
RUNNING
HI
-A/B
AUTO/
HAND
S
-
M
M
DETAIL MSM.01
MS MOTOR DETAILED
MOTOR STATUS
AND FAULT SWITCHES
PROVIDED WITH
MOTOR CONTROL
DETAIL VFD.01
VFD MOTOR DETAILED
MOTOR STATUS
AND FAULT SWITCHES
PROVIDED WITH VFD
HS
-A/B
HOA
HS
-A/B
HOA
I
-
I
-
VFD
FC
-
I
-
S
-
SIMPLIFIED
SIMPLIFIEDSIMPLIFIED
M
MSS
-
M
DETAIL MSM.02
MS MOTOR DETAILED
MOTOR STATUS
AND FAULT SWITCHES
AUXILIARY PARTS
ORDERED
I
-
MC
-
ON
OFF
MS
I
-
M
S
-MS
I
-
M
S
-
MSS
-
M
DETAIL MSM.03
MS MOTOR
DETAILED
I
-
SIMPLIFIEDSIMPLIFIED
MSS
-
M
DETAIL MSM.04
MS MOTOR
DETAILED
I
-
MS
I
-
M
S
-MS
I
-
M
S
-
HS
-A/B
HOA
HI
-A/B
AUTO/
HAND
SIMPLIFIED
MC
-
ON
OFF
MA
-
MOTOR
FAULT
M
DETAIL MSM.05
MS MOTOR
DETAILED
I
-
MC
-
ON
OFF
I
-
M
SI
-
SPEED
INDICATE
VFDS
-
M
DETAIL VFD.02
VFD MOTOR DETAILED
MOTOR STATUS
AND FAULT SWITCHES
AUXILIARY PARTS
ORDERED
HS
-A/B
HOA
I
-
VFD
I
-
S
-
SIMPLIFIED
M
SI
-
SPEED
INDICATE
MI
-
LAMP
INDICATE
SC
-
SPEED
CONTROL
MI
-
MOTOR
RUNNING
NOTE 2
PANEL MOUNTED HOA
MAS
-
MS
-
FIELD MOUNTED HOA
SIMPLIFIED
M
DETAIL MSM.06
MS MOTOR
DETAILED
I
-
MC
-
ON
OFF
I
-
M
NOTE 3
NOTE 2
NOTE 3
MAS
-
MS
-
VFDS
-
M
DETAIL VFD.03
VFD MOTOR
DETAILED
I
-
VFD
I
-
S
-
SIMPLIFIED
M
NOTE 2
NOTE 3
VFDS
-
M
DETAIL VFD.04
VFD MOTOR
DETAILED
I
-
VFD
I
-
S
-
SIMPLIFIED
M
HC
-
SPEED
INDICATE
NOTE 2
NOTE 3
NOTE 3 NOTE 3
NOTE 4
NOTE 4
NOTE 4 NOTE 4
HI
-A/B
AUTO/
HAND
MAS
-
MS
-
SI
SPEED
INDICATE
HS
-A/B
HOA HS
-A/B
HOA
MC
-
ON
OFF
MA
-
MOTOR
FAULT
MI
-
MOTOR
RUNNING
MC
-
ON
OFF
MA
-
MOTOR
FAULT
MI
-
MOTOR
RUNNING
MC
-
ON
OFF
MA
-
MOTOR
FAULT
MI
-
MOTOR
RUNNING
MC
-
ON
OFF
MA
-
MOTOR
FAULT
SI
-
SPEED
INDICATE
SC
-
SPEED
CONTROL
MI
-
MOTOR
RUNNING
MC
-
ON
OFF
MC
-
ON
OFF
MC
-
ON
OFF
UA
-
MOTOR
FAULT
MI
-
MOTOR
RUNNING
HI
-A/B
AUTO/
HAND
UA
-
MOTOR
FAULT
MI
-
MOTOR
RUNNING
HI
-A/B
AUTO/
HAND
UA
-
MOTOR
FAULT
MI
-
MOTOR
RUNNING
FC
-
FC
-
FC
-
MC
-
START
/STOP
MC
-
START
/STOP
FC
-
SPEED
CONTROL
MC
-
START
/STOP
FC
-
SPEED
CONTROL
MC
-
START
/STOP
FC
-
SPEED
CONTROL
HI
-A/B
AUTO/
HAND
HS
-A/B
HOA
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
PERMIT TO PRACTICE AWC
QUALITY MANAGEMENT SYSTEM LIBRARY
P&ID LEGEND SHEETS
NTS mm 17 x 11
4REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
0 ISSUED FOR USE 28-APR-22 SBW MS/KW TC
PERMIT TO PRACTICE
AWC WATER SOLUTIONS LTD.
PERMIT NUMBER: 1000417
ENGINEERS & GEOSCIENTISTS
BRITISH COLUMBIA (EGBC)
NAME:
SIGNATURE:
EGBC ID#:
DATE:
1 ISSUED FOR USE 05-JUL-22 SBW MS/KW TC
2 ISSUED FOR USE 01-SEP-22 SF MS/KW TC
3 ISSUED FOR USE 20-DEC-22 SBW MB TC
4 ISSUED FOR USE 06-DEC-24 SF MTB TC
6 7
DWG-ENG-005
MTB
NOTES:
1.SYMBOLS BASED ON ISA 5.1
2.MEASURED VARIABLE SUBSTITUTION FOR FIRST LETTER
3.VALVE SYMBOL FOR REFERENCE ONLY. REFER TO PROJECT P&ID FOR VALVE TYPE USED
4.PNEUMATIC ACTUATORS TYPE FOR REFERENCE ONLY. REFER TO PROJECT P&ID FOR ACTUATOR TYPE USED
5.REFER TO P&ID FOR ANY HARDWIRED SAFETY INTERLOCK REQUIREMENT
6.REFER TO P&ID FOR HOA REQUIREMENT AND LOCATION
XV
-
XY
-
ZSC
-
ZSO
-
US
-
XC
-
OPEN
CLOSE
ZIC
-
HA
-
VALVE
NOT IN
REMOTE
DETAIL SWI.01
ON/OFF VALVE
DETAILED
HS
-A/B
HOA
I
-
SIMPLIFIED
XC
-
OPEN
CLOSE
M
I
-
XV
-
HI
-A/B
AUTO/
HAND
XC
-
OPEN
CLOSE
XV
-
HI
-A/B
HOA
HAND/
AUTO
PV
-
PC
-
PY
-
DETAIL SWI.52
SOLENOID VALVE
DETAILED
DETAIL MOD.01
MODULATING VALVE
DETAILED
HS
-A/B
HOA
I
-
I
-
SIMPLIFIED
SIMPLIFIED
S
I
-
I
-
PC
-
XV
-
PV
-
XV
-
XC
-
OPEN
CLOSE
I
-
SIMPLIFIED
XV
-
XY
-
ZSC
-
ZSO
-
I
-
DETAIL SWI.02
ON/OFF VALVE
DETAILED
FV
-
FC
-
I
-
SIMPLIFIED
FV
-
FC
-
DETAIL MOD.02
MODULATING VALVE
DETAILED
ZI
-
POSITION
INDICATE
ZT
-
I
-
XC
-
OPEN
CLOSE
XV
-
HI
-A/B
HOA
HAND/
AUTO
DETAIL SWI.51
SOLENOID VALVE
DETAILED
HS
-A/B
HOA
I
-
SIMPLIFIED
I
-
XV
-
PV
-
PC
-
UA
-
VALVE
FAULT
PY
-
US
-
DETAIL MOD.03
MODULATING VALVE
DETAILED
HS
-B
LOR
I
-
SIMPLIFIED
I
-
PC
-
PV
-
ZI
-
POSITION
INDICATE
DETAIL SWI.04
SIMPLIFIED
UA
-
VALVE
FAULT
INTEGRAL ACTUATOR CONTROLS
FIELD MOUNTED HOA PANEL MOUNTED HOA
US
-
ZT
-
NOTE 2 NOTE 2 NOTE 2
DETAIL SWI.03
ON/OFF VALVE
DETAILED
SIMPLIFIED
I
-
WITH REMOTE HAND STATION
XV
-
XV
-
S
INST.
AIR
NOTE 5 NOTE 5
MM M
S
M
M
S
S
M
M
NOTE 5NOTE 5
NOTE 5
NOTE 5
ZIO
-
ES
NOTE 6
HS
-C
LOR INTEGRAL TO
ACTUATOR
XC
-
OPEN
CLOSE
NOTE 6
ES
HA
-
VALVE
NOT IN
REMOTE
UA
-
VALVE
FAULT
ZI
-
POSITION
INDICATE
ZT
-
HS
LOR INTEGRAL TO
ACTUATOR
XC
-
OPEN
CLOSE
ZIC
-
ZIO
-
PY
-
PI
INST. AIR
XC
-
OPEN
CLOSE
NOTE 6
ES
XY
-
ZSC
-
ZSO
-
US
-
XC
-
OPEN
CLOSE
ZIC
-
HA
-
VALVE
NOT IN
REMOTE
HS
-A/B
HOA
I
-
UA
-
VALVE
FAULT
ZIO
-
NOTE 6
HS
-C
LOR INTEGRAL TO
ACTUATOR
HS
-D
LOR
REMOTE
HAND STATION
XC
-
OPEN
CLOSE
REMOTE
HAND STATION
HA
-
VALVE
NOT IN
REMOTE
HS
-C
LOR INTEGRAL TO
ACTUATOR
HS
-A/B
HOA
HI
-A/B
AUTO/
HAND
HI
-A/B
AUTO/
HAND
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.com
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
OF
SHEETSCALEPROJECTIONDEFAULT UNITS
PERMIT TO PRACTICE AWC
QUALITY MANAGEMENT SYSTEM LIBRARY
P&ID LEGEND SHEETS
NTS mm 17 x 11
4REVISIONS
REV DATEDESCRIPTION DFT CHK APP
ENGINEER'S SEAL
0 ISSUED FOR USE 28-APR-22 SBW MS/KW TC
PERMIT TO PRACTICE
AWC WATER SOLUTIONS LTD.
PERMIT NUMBER: 1000417
ENGINEERS & GEOSCIENTISTS
BRITISH COLUMBIA (EGBC)
NAME:
SIGNATURE:
EGBC ID#:
DATE:
1 ISSUED FOR USE 05-JUL-22 SBW MS/KW TC
2 ISSUED FOR USE 01-SEP-22 SF MS/KW TC
3 ISSUED FOR USE 20-DEC-22 SBW MB TC
4 ISSUED FOR USE 06-DEC-24 SF MTB TC
7 7
DWG-ENG-005
MTB
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
Proprietary & Confidential Page 12 of 28
EXHIBIT 2 ELECTRICAL LOAD LIST
PROJECT NAME:CITY OF ARLINGTON WTP EXPANSION
PROJECT NO.:36545
DOCUMENT NAME:ELECTRICAL LOAD LIST
DOCUMENT NO.:36545-EL-LST-001
EB018-Aug-25 ISSUED FOR INFORMATION RMF CW
ApproverRevDateRevision Description Originator Checker
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-936-4217
www.awcsolutions.ca
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY AND
CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED, USED OR DISCLOSED
OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
TITLE
MISCELLANEOUS LOAD
1 2 3 4 5 6 7
N/A
DRAWING NO.
8 9 10
REV DESCRIPTION DATE BY CHK
F
NOTES:
* Loads listed for reference only, client to calculate required amperage for each feed
PERMIT TO PRACTICE
0 RMF
120VAC UPS POWER SUPPLIED BY CLIENT
POWERED BY OTHERS
120VAC UPS POWER SUPPLIED BY CLIENT
36545-EL-LST-001 0
N/A N/A 11 x 17 1 OF 1
REV
SCALE PROJECTION DEFAULT UNITS SHEET SIZE SHEETISSUED FOR INFORMATION 18-Aug-25
BHC CONSULTANTS
F
APP
REVISIONS
CW EB
PROJECT
CLIENT
CITY OF ARLINGTON WTP EXPANSION
EE
DD
CC
BB
0 COMMON RAW WATER TURBIDITY SOLENOID VALVE AV-451 Intermittent
POWERED BY OTHERS
POWERED BY OTHERS120NA1
0 COMMON RAW WATER TURBIDITY TURBIDITY CONTROLLER AIC-451 Continuous 100.00 120 NA 1
POWERED BY OTHERSNA10FILTER AIR SCOUR BLOWER FLOWMETER FIT-801 Continuous 10.00 120
POWERED BY OTHERS120NA10FILTER 4&5 BACKWASH FLOWMETER FIT-461 Continuous 10.00
POWERED BY OTHERS
20 480
120 39.92 1
0 FILTER AIR SCOUR BLOWER BLOWER #2 B-820 Standby 14,920.00 20 480 27.00 3
27.00 3
0 TRAIN # 5 REMOTE CONTROL PANEL RCP-501 Continuous 4.69
14,920.00
0 TRAIN # 4 REMOTE CONTROL PANEL RCP-401 Continuous 4.69 120 39.92 1
A B C D ETag Description Tag #Load Duty
Phase
A
Notes
9 10
A
RE
V
#
Equipment Watts/VA Motor - Hp Voltage Amperage
1 2 3 4 5 6 7 8
0 FILTER AIR SCOUR BLOWER BLOWER #1 B-810 Continuous
TPL-ENG-400-01
April 15, 2021 Private and Confidential
Electrical Load List Template
2
18.00
39.68
39.68
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
Proprietary & Confidential Page 13 of 28
EXHIBIT 3 MECHANICAL GENERAL ARRANGEMENT
PARTS LIST
MODEL #MANUFACTURERMATERIALSIZE (in)DESCRIPTIONQTYITEM
G2EMA STEWART316 SS1/4"BALL VALVE, FNPT21
G2EMA STEWART316 SS1/2"BALL VALVE, FNPT112
G2EMA STEWART316 SS2"BALL VALVE, FNPT33
2FII / IQT3 PRO 125PRATT / ROTORKD.I.4"AIR SCOUR VALVE ASY34
2FII / IQT3 PRO 500PRATT / ROTORKD.I.8"FILTER ISOLATION VALVE ASY25
2FII / IQT3 PRO 500PRATT / ROTORKD.I.8"RINSE TO WASTE VALVE ASY16
2FII / IQT3 PRO 500PRATT / ROTORKD.I.8"EFFLUENT VALVE ASY17
2FII / IQT3 PRO 1000PRATT / ROTORKD.I.10"BACKWASH SUPPLY VALVE ASY18
BF2 / IQT3 PRO 1000PRATT / ROTORKD.I.12"BACKWASH/OF WASTE VALVE ASY19
N16301ORTHOSPP PLASTIC1 1/4CLARIFIER NOZZLE, TYPE D.1.5, C/W EXPANDING RING36010
N16300ORTHOSPP PLASTIC1 1/4FILTER NOZZLE, TYPE D.0.2, C/W EXPANDING RING68011
HDM484812FBELSTEEL48" X 48" X 12"ELECTRICAL PANEL112
213.53 DWWIKA316 SS1/4"PRESSURE GAUGE, 2-1/2" DIAL, 0-15PSI213
PTP31BENDRESS+HAUSER-1/2"PRESSURE TRANSMITTER/SWITCH114
P320SIEMENS316 SS1/2"DIFFERENTIAL PRESSURE TRANSMITTER115
P320SIEMENS-1/2"PRESSURE TRANSMITTER216
LR83FLOWLINE--LEVEL TRANSMITTER217
CSD202012HOFFMANSTEEL20X20X12JUNCTION BOX118
TU5300SCHACHN/A-TURBIDITY METER119
MD-15RT-115 NLIWAKI AMERICA-1/2" NPT MSAMPLE PUMP, FILTERED WATER120
SC1000HACH--UNIVERSAL CONTROLLER121
JFK8210G094LFASCOBRASS1/2"SOLENOID VALVE122
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
SITE SEISMIC DATA
SITE CLASS = C
SPECTRAL RESPONSE ACCELERATON, S1 = 0.369
DESIGN SPECTRAL RESPONSE ACCELERATION, SDS = 0.826
DESIGN SPECTRAL RESPONSE ACCELERATION, SD1 = 0.369
IMPORTANCE FACTOR, IE = 1.5
SEISMIC DESIGN CATEGORY = D
ESTIMATED WEIGHTS (W/ EQUIPMENT)
1.TANK (EACH TRAIN)
DRY WEIGHT (TANK ONLY) 8,500 LBS
DRY WEIGHT (AS SHIPPED, PARTIALLY ASSEMBLED) 10,000 LBS
DRY WEIGHT (FULLY ASSEMBLED) 12,000 LBS
OPERATING WEIGHT (WITH WATER & MEDIA) 196,000 LBS
SHIPPED LOOSE ITEMS
1.REFER PACKING LIST DOCUMENTS : 36545-SC-PKL-001 WHICH WILL BE PROVIDED
ALONG WITH THE PACKAGES FOR THE SHIPMENTS.
INSTALLATION
1.ISOLATION MEMBRANE IS REQUIRED BETWEEN CONCRETE PAD AND THE BOTTOM OF THE
TANK(S) BASEPLATE. MEMBRANE TO BE SUPPLIED AND INSTALLED BY OTHERS.
2.SEISMIC ANCHOR BOLTS TO BE ENGINEERED, SUPPLIED & INSTALLED BY OTHERS.
3.ANY INTERCONNECTING PIPING BETWEEN AWC'S EQUIPMENT AND THE WTP TO BE
DESIGNED, SUPPLIED & INSTALLED BY OTHERS.
4.TANK NOZZLES SHALL NOT BE SUBJECTED TO EXTERNAL PIPING FORCES AND MOMENTS.
ZERO LOADING WILL BE ACCEPTED.
5.TANKS SHALL BE INSTALLED ON A CLEAN, LEVEL AND FLAT CONCRETE PAD. MAXIMUM
GAP UNDER A 10 FT (3m) STRAIGHTEDGE < 1/8" (3mm)(FL75/FF50 PER ASTM E1155).
THE PAD SHALL NOT SLOPE BY MORE THAN 1/4" (6mm) OVER 25 FT (7.62m) ALONG THE
ENTIRE LENGTH OR WIDTH.
HV-01
10
LEGEND
BY AWC
BY OTHERS
FUTURE
ITEM NUMBER
P&ID TAG NUMBER
P&ID TIE POINT NUMBER
ELECTRICAL
1.MINIMUM 3 FEET OF CLEARANCE REQUIRED IN FRONT OF ANY ELECTRICAL PANEL / JUNCTION
BOX.
TESTING
1.ALL WELDS TO BE VISUALLY INSPECTED FOR DEFECTS.
2.ALL PIPING TO BE HYDROTESTED AS PER AWC PRO-QAC-311.
3.ALL TANKS SHALL BE LEAK TESTED TO AWC STANDARD TST-FAB-103.
FINISH
1.ALL WELDS TO BE CLEANED USING A STAINLESS STEEL WIRE BRUSH.
2.ALL WELDED SS WATER SERVICE PIPING TO BE PICKLED & PASSIVATED AS PER ASTM
A967-A967M-17 AND ASTM A380 / A380M-17.
ENGINEERING, STANDARDS & SPECIFICATION
1.CALCULATIONS AND A STAMPED GENERAL ARRANGEMENT (GA) DRAWING BY LICENSE
PROFESSIONAL ENGINEER (PE) IN THE STATE OF WASHINGTON WILL BE PROVIDED
2.AWC WILL PERFORM SEISMIC ANCHOR SIZING AS PER THE SPECIFICATIONS AND APPLICABLE
GOVERNING CODES AND STANDARDS.
3.AWC WILL PROVIDE STAMPED ANCHOR DETAILS SHOWING THE REQUIRED REACTION FORCES
INCLUDING THE ANCHOR BOLT SIZE.
4.ALL CALCULATIONS RELATED TO CONCRETE STRENGTH AND ANCHOR SUPPLY BY OTHERS.
EMBEDMENT DEPTH, EDGE DISTANCE, ANCHOR SELECTION, AND EPOXY SELECTION IS BY
OTHERS.
5.ALL WELDED PIPE SPOOLS TO CONFORM TO ASME B31.3.
6.ALL AWC ALUMINUM TANKS ARE NSF61 COMPLIANT WHEN THE WATER IS WITHIN A PH RANGE
OF 6-9.
7.ALL WETTED FASTENERS INSIDE TANK TO BE ISOLATED FROM DISSIMILAR METAL CONTACT.
GENERAL
1.DIMENSIONS ARE SHOWN IN INCHES (FT-IN) UNLESS STATED OTHERWISE.
2.ALL DIMENSIONS ARE REFERENCED FROM THE OUTSIDE FACE OF THE EXTERIOR WALL PLATES,
UNLESS STATED OTHERWISE.
3.TOLERANCES:
TANK DIMENSIONS: +/- 1/4"
NOZZLE LOCATIONS: +/- 1/4"
4.AWC PROVIDES CATHODIC PROTECTION FOR ALL ALUMINUM TANKS.
5.TIE POINT NUMBERS SHOWN ON THIS DRAWING REPRESENT TRAIN #1 ONLY, UNLESS
SPECIFIED OTHERWISE. THE FIRST DIGIT OF EACH TAG # REFERS TO ITS OWN ASSIGNED TRAIN
# (i.e. TP-(x)00). THIS ALSO APPLIES TO EQUIPMENT, VALVE AND SPECIALTY ITEM NUMBERING
REFERENCE DRAWINGS
1.P&ID: 36545-PR-PID-002
2.SITE LAYOUT: 36545-PI-GAD-100
3.STANDARD LIFTING DETAILS: DWG-ENG-100-00
4.CLIENT STRUCTURAL DESIGN DATA: P21-10760_S-1
MATERIAL
1.ALL TANK PLATE MATERIAL TO BE 5086-H116.
2.ALL TANK STRUCTURAL MEMBERS TO BE ALUMINUM 6061-T6.
3.ALL PIPING TO BE 304/304L SCH 10S STAINLESS STEEL UNLESS STATED OTHERWISE.
4.ALL NON-WETTED HARDWARE TO BE ASTM F593, 18-8 STAINLESS STEEL.
5.ALL WETTED HARDWARE TO BE 316 STAINLESS STEEL.
TP-01
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
1 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-210 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 4 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
SHEET INDEX:
1: GENERAL NOTES
2: ISOMETRIC VIEW
3: PLAN VIEW
4: SIDE ELEVATION
5: SIDE ELEVATION
6: END ELEVATIONS
7: SECTION VIEW
8: ANCHOR DETAIL
9: SHIPPING DIMENSIONS
10: SHIPPING DIMENSIONS
TIE-POINT SCHEDULE
ITEM DESCRIPTION SIZE (in)TYPE
TP-401 AIR SCOUR - CLARIFIER 4"FLANGE, FF, #150
TP-402 BACKWASH WASTE 12"VICTAULIC
TP-403 RAW WATER 8"FLANGE, FF, #150
TP-421 AIR SCOUR - FILTER #1 4"FLANGE, FF, #150
TP-431 AIR SCOUR - FILTER #2 4"FLANGE, FF, #150
TP-433 FILTERED WATER 8"FLANGE, FF, #150
TP-434 BACKWASH SUPPLY 10"FLANGE, FF, #150
TP-435 FILTER TO WASTE 8"FLANGE, FF, #150
B ISSUED FOR REVIEW 29-OCT-25 RB AB VD
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
B
EFFLUENT END ISOMETRIC VIEWINFLUENT END ISOMETRIC VIEW
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
2 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-210 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 4 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
WATER INLET
CLARIFIER AIR SCOUR
FILTER #1 AIR SCOUR
FILTER #2 AIR SCOUR
CONTROL PANEL
FILTER #2 ACCESS HATCH
FILTER #1 ACCESS HATCH
CLARIFIER ACCESS HATCH
BACKWASH INLET
FILTERED WATER
ISOLATION VALVE
FILTER TO WASTE
ISOLATION VALVE
CONTROL PANEL HMI
JUNCTION BOX FOR REMOTE PANEL
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B
B
B
B
FRONTFRONT
REAR REAR
LEFT
LEFT RIGHT
RIGHT
A A
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
3 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-210 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 4 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
TRANSFER/BACKWASH TROUGH
TRANSFER/BACKWASH TROUGH
CLARIFIER SECTION FILTER #1 FILTER #2
28'-9"
10'- 1/2"
5'-9 1/2"8'- 9/16"9'-7 11/16"5'-3 1/4"
4
XV-406
4
XV-421
4
XV-431
N
17
LT-420
17
LT-430
2
HV-4311
5'- 1/4"
5'- 1/4"
10 9/16"
2'-5 1/2"
4'-1 11/16"
4'-1 11/16"
10 9/16"
7
XV-440A
8
XV-462
6
XV-440B
5
LV-430
5
LV-420
9
XV-405
8 1/2(") TYP 1'-1 1/2"() TYP
2
HV-4305
VD
B
B
B
FRONT ELEVATION VIEW
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
4 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-210 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 4 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
8 1/4"3'-3 1/4"8'- 9/16"9'-7 11/16"5'-3 1/4"2'-5 1/2"
8 3/8" TYP.
17
LT-420
17
LT-430
4
XV-406
4
XV-421
4
XV-431
TP-401
TP-421
TP-431
TP-435
TP-462
TP-433
2
HV-4007
.00 ftEL.
.96 ftEL. TP-403
HOUSEKEEPING PAD (BY OTHERS)
1'-9 3/8"
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
9.06 ftEL.
22
AV-444
21
AIC-444
20
P-410
19
AE-444
VD
B
REAR ELEVATION VIEW
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
5 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-210 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 4 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
11 1/4"6'-9 1/4"2'-0"6'-3"7'-7"10"1'-10 1/4"8 1/4"
15
PDIT-401
3
HV-4204
3
HV-4304
3
HV-4001
14
PIT-408
2
HV-4010
.00 ftEL.
2
HV-4303
13
PG-432
2
HV-4203
13
PG-422
2
HV-4002
2
HV-4003
2
HV-4302
2
HV-4202
16
PIT-432
16
PIT-422
1
HV-4005
1
HV-40062'-5 1/2"
TP-402
1'-8 1/2"
4.34 ftEL.
2.78 ftEL.
1.01 ftEL.
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
18
VD
B
B
B
LEFT SIDE VIEW
(INFLUENT)RIGHT SIDE VIEW
(EFFLUENT)
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
6 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-210 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 4 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
.00 ftEL.
.96 ftEL.
9.06 ftEL.
.00 ftEL.
.70 ftEL.
5'- 1/4"5'- 1/4"2
HV-4312
4.34 ftEL.
2'- 1/4"TP-403
TP-402 2
HV-4311
6
XV-440B
7
XV-440A
8
XV-4625
LV-420
5
LV-430
5'- 1/4"5'- 1/4"
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B
B
B
B
SECTION A-A
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
7 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-210 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 4 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
6" FREEBOARD
3'-6"
1'-6"
1'-0"
QUARTZ
ANTHRACITE
SAND
.00 ftEL.
.96 ftEL.
9.06 ftEL.
1.57 ftEL.
ANTHRACITE
SAND
2
HV-4312
2
HV-4305
10
11 11
9'-0"
(INSIDE)
8'-6"
(INSIDE)
8'-6"
(INSIDE)
5.82 ftEL.
30"
(INSIDE)
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B
ANCHOR LOCATION DETAIL
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
8 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-210 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 4 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
11'-2 1/4"
10'-3"12'-8 3/4"
TYP. SEISMIC ANCHOR
CONCRETE FOUNDATION
(DESIGN AND INSTALLATION
BY OTHERS)
ISOLATING MEMBRANE
REQUIRED BETWEEN TANK
AND CONCRETE FOUNDATION
(SUPPLIED AND INSTALLED
BY OTHERS)
1" CONCRETE
ANCHOR BOLTS.
(BY OTHERS)
SEE NOTE 2
(1) HEX BOLT, 3/4" x 2 1/2"
(2) FLAT WASHER, 3/4"
(1) - LOCK WASHER, 3/4"
(1) HEX NUT, 3/4"
MATERIAL: 18-8 SS
QTY: 4 PER LUG
(SUPPLIED BY AWC)
TYP. TANK LINER DETAIL
SEISMIC ANCHOR
PLAN VIEW
SEISMIC
ANCHOR
TANK BASEPLATE
ENSURE LINER IS
INSTALLED UNDER
ALL SEISMIC ANCHORS
STD INSTALLATION DETAIL
TANK LINER, TYP
TANK
BASEPLATE
TANK WALL
EPDM LINER MIN. 0.045" THICK
OVERHANG TANK EDGES MIN. 1/2"
SUPPLY & INSTALL BY OTHERS
11'-3"11'-8 3/4"
2'-5"
1.EDGE DISTANCE TO BE VERIFIED BY STRUCTURAL ENGINEER PERFORMING EMBEDMENT CALCULATIONS
NOTE 1
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B
B
B
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
9 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-210 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 4 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
COG
COG
5'- 7/16"5'- 1/16"
10'-8 1/4" LIFTING LUG WIDTH
12'-4 1/16" SHIPPING WIDTH
10'-5 1/4" SHIPPING HEIGHT
30'- 3/4" SHIPPING LENGTH
13'-9 5/8"12'-5 1/8"
3'-3 5/8"
8'-9 1/8"13'-8 13/16"6'-3 1/16"
1.WALKWAY NOT SHOWN FOR CLARITY AND WILL BE SHIPPED SEPARATELY
2.LOCATION OF LIFTING LUGS MAY CHANGE PENDING STRUCTURAL VERIFICATION
LIFTING LUGS (TYP. 4 PLACES)
SHIPPING ENVELOPE
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
10 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-210 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 4 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
COG
COG
1'-3 1/16"4'-1 9/16"
6 1/16"
4 7/16"
EFFLUENT SPOOL
4'-1 13/16"
21 3/8"
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B
B
B
PARTS LIST
MODEL #MANUFACTURERMATERIALSIZE (in)DESCRIPTIONQTYITEM
G2EMA STEWART316 SS1/4"BALL VALVE, FNPT21
G2EMA STEWART316 SS1/2"BALL VALVE, FNPT112
G2EMA STEWART316 SS2"BALL VALVE, FNPT33
2FII / IQT3 PRO 125PRATT / ROTORKD.I.4"AIR SCOUR VALVE ASY34
2FII / IQT3 PRO 500PRATT / ROTORKD.I.8"FILTER ISOLATION VALVE ASY25
2FII / IQT3 PRO 500PRATT / ROTORKD.I.8"RINSE TO WASTE VALVE ASY16
2FII / IQT3 PRO 500PRATT / ROTORKD.I.8"EFFLUENT VALVE ASY17
2FII / IQT3 PRO 1000PRATT / ROTORKD.I.10"BACKWASH SUPPLY VALVE ASY18
BF2 / IQT3 PRO 1000PRATT / ROTORKD.I.12"BACKWASH/OF WASTE VALVE ASY19
N16301ORTHOSPP PLASTIC1 1/4CLARIFIER NOZZLE, TYPE D.1.5, C/W EXPANDING RING36010
N16300ORTHOSPP PLASTIC1 1/4FILTER NOZZLE, TYPE D.0.2, C/W EXPANDING RING68011
HDM484812FBELSTEEL ELECTRICAL PANEL112
213.53 DWWIKA316 SS1/4"PRESSURE GAUGE, 2-1/2" DIAL, 0-15PSI213
PTP31BENDRESS+HAUSER-1/2"PRESSURE TRANSMITTER/SWITCH114
P320SIEMENS316 SS1/2"DIFFERENTIAL PRESSURE TRANSMITTER115
P320SIEMENS-1/2"PRESSURE TRANSMITTER216
LR83FLOWLINE--LEVEL TRANSMITTER217
CSD202012HOFFMANSTEEL20X20X12JUNCTION BOX118
TU5300SCHACHN/A-TURBIDITY METER119
MD-15RT-115 NLIWAKI AMERICA-1/2" NPT MSAMPLE PUMP, FILTERED WATER120
SC1000HACH--UNIVERSAL CONTROLLER121
JFK8210G094LFASCOBRASS1/2"SOLENOID VALVE122
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
SITE SEISMIC DATA
SITE CLASS = C
SPECTRAL RESPONSE ACCELERATON, S1 = 0.369
DESIGN SPECTRAL RESPONSE ACCELERATION, SDS = 0.826
DESIGN SPECTRAL RESPONSE ACCELERATION, SD1 = 0.369
IMPORTANCE FACTOR, IE = 1.5
SEISMIC DESIGN CATEGORY = D
ESTIMATED WEIGHTS (W/ EQUIPMENT)
1.TANK (EACH TRAIN)
DRY WEIGHT (TANK ONLY) 8,500 LBS
DRY WEIGHT (AS SHIPPED, PARTIALLY ASSEMBLED) 10,000 LBS
DRY WEIGHT (FULLY ASSEMBLED) 12,000 LBS
OPERATING WEIGHT (WITH WATER & MEDIA) 196,000 LBS
SHIPPED LOOSE ITEMS
1.REFER PACKING LIST DOCUMENTS : 36545-SC-PKL-001 WHICH WILL BE PROVIDED
ALONG WITH THE PACKAGES FOR THE SHIPMENTS.
INSTALLATION
1.ISOLATION MEMBRANE IS REQUIRED BETWEEN CONCRETE PAD AND THE BOTTOM OF THE
TANK(S) BASEPLATE. MEMBRANE TO BE SUPPLIED AND INSTALLED BY OTHERS.
2.SEISMIC ANCHOR BOLTS TO BE ENGINEERED, SUPPLIED & INSTALLED BY OTHERS.
3.ANY INTERCONNECTING PIPING BETWEEN AWC'S EQUIPMENT AND THE WTP TO BE
DESIGNED, SUPPLIED & INSTALLED BY OTHERS.
4.TANK NOZZLES SHALL NOT BE SUBJECTED TO EXTERNAL PIPING FORCES AND MOMENTS.
ZERO LOADING WILL BE ACCEPTED.
5.TANKS SHALL BE INSTALLED ON A CLEAN, LEVEL AND FLAT CONCRETE PAD. MAXIMUM
GAP UNDER A 10 FT (3m) STRAIGHTEDGE < 1/8" (3mm)(FL75/FF50 PER ASTM E1155).
THE PAD SHALL NOT SLOPE BY MORE THAN 1/4" (6mm) OVER 25 FT (7.62m) ALONG THE
ENTIRE LENGTH OR WIDTH.
HV-01
10
LEGEND
BY AWC
BY OTHERS
FUTURE
ITEM NUMBER
P&ID TAG NUMBER
P&ID TIE POINT NUMBER
ELECTRICAL
1.MINIMUM 3 FEET OF CLEARANCE REQUIRED IN FRONT OF ANY ELECTRICAL PANEL / JUNCTION
BOX.
TESTING
1.ALL WELDS TO BE VISUALLY INSPECTED FOR DEFECTS.
2.ALL PIPING TO BE HYDROTESTED AS PER AWC PRO-QAC-311.
3.ALL TANKS SHALL BE LEAK TESTED TO AWC STANDARD TST-FAB-103.
FINISH
1.ALL WELDS TO BE CLEANED USING A STAINLESS STEEL WIRE BRUSH.
2.ALL WELDED SS WATER SERVICE PIPING TO BE PICKLED & PASSIVATED AS PER ASTM
A967-A967M-17 AND ASTM A380 / A380M-17.
ENGINEERING, STANDARDS & SPECIFICATION
1.CALCULATIONS AND A STAMPED GENERAL ARRANGEMENT (GA) DRAWING BY LICENSE
PROFESSIONAL ENGINEER (PE) IN THE STATE OF WASHINGTON WILL BE PROVIDED
2.AWC WILL PERFORM SEISMIC ANCHOR SIZING AS PER THE SPECIFICATIONS AND APPLICABLE
GOVERNING CODES AND STANDARDS.
3.AWC WILL PROVIDE STAMPED ANCHOR DETAILS SHOWING THE REQUIRED REACTION FORCES
INCLUDING THE ANCHOR BOLT SIZE.
4.ALL CALCULATIONS RELATED TO CONCRETE STRENGTH AND ANCHOR SUPPLY BY OTHERS.
EMBEDMENT DEPTH, EDGE DISTANCE, ANCHOR SELECTION, AND EPOXY SELECTION IS BY
OTHERS.
5.ALL WELDED PIPE SPOOLS TO CONFORM TO ASME B31.3.
6.ALL AWC ALUMINUM TANKS ARE NSF61 COMPLIANT WHEN THE WATER IS WITHIN A PH RANGE
OF 6-9.
7.ALL WETTED FASTENERS INSIDE TANK TO BE ISOLATED FROM DISSIMILAR METAL CONTACT.
GENERAL
1.DIMENSIONS ARE SHOWN IN INCHES (FT-IN) UNLESS STATED OTHERWISE.
2.ALL DIMENSIONS ARE REFERENCED FROM THE OUTSIDE FACE OF THE EXTERIOR WALL PLATES,
UNLESS STATED OTHERWISE.
3.TOLERANCES:
TANK DIMENSIONS: +/- 1/4"
NOZZLE LOCATIONS: +/- 1/4"
4.AWC PROVIDES CATHODIC PROTECTION FOR ALL ALUMINUM TANKS.
5.TIE POINT NUMBERS SHOWN ON THIS DRAWING REPRESENT TRAIN #1 ONLY, UNLESS
SPECIFIED OTHERWISE. THE FIRST DIGIT OF EACH TAG # REFERS TO ITS OWN ASSIGNED TRAIN
# (i.e. TP-(x)00). THIS ALSO APPLIES TO EQUIPMENT, VALVE AND SPECIALTY ITEM NUMBERING
REFERENCE DRAWINGS
1.P&ID: 36545-PR-PID-003
2.SITE LAYOUT: 36545-PI-GAD-100
3.STANDARD LIFTING DETAILS: DWG-ENG-100-00
4.CLIENT STRUCTURAL DESIGN DATA: P21-10760_S-1
MATERIAL
1.ALL TANK PLATE MATERIAL TO BE 5086-H116.
2.ALL TANK STRUCTURAL MEMBERS TO BE ALUMINUM 6061-T6.
3.ALL PIPING TO BE 304/304L SCH 10S STAINLESS STEEL UNLESS STATED OTHERWISE.
4.ALL NON-WETTED HARDWARE TO BE ASTM F593, 18-8 STAINLESS STEEL.
5.ALL WETTED HARDWARE TO BE 316 STAINLESS STEEL.
TP-01
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
1 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-220 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 5 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
SHEET INDEX:
1: GENERAL NOTES
2: ISOMETRIC VIEW
3: PLAN VIEW
4: SIDE ELEVATION
5: SIDE ELEVATION
6: END ELEVATIONS
7: SECTION VIEW
8: ANCHOR DETAIL
9: SHIPPING DIMENSIONS
10: SHIPPING DIMENSIONS
TIE-POINT SCHEDULE
ITEM DESCRIPTION SIZE (in)TYPE
TP-501 AIR SCOUR - CLARIFIER 4"FLANGE, FF, #150
TP-502 BACKWASH WASTE 12"VICTAULIC
TP-503 RAW WATER 8"FLANGE, FF, #150
TP-521 AIR SCOUR - FILTER #1 4"FLANGE, FF, #150
TP-531 AIR SCOUR - FILTER #2 4"FLANGE, FF, #150
TP-533 FILTERED WATER 8"FLANGE, FF, #150
TP-534 BACKWASH SUPPLY 10"FLANGE, FF, #150
TP-535 FILTER TO WASTE 8"FLANGE, FF, #150
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B
INFLUENT END ISOMETRIC VIEW EFFLUENT END ISOMETRIC VIEW
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
2 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-220 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 5 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
CLARIFIER AIR SCOUR
FILTER #1 AIR SCOUR
FILTER #2 AIR SCOUR
WATER INLET BACKWASH INLET
FILTERED WATER
FILTER TO WASTE
ISOLATION VALVE
ISOLATION VALVE
CLARIFIER ACCESS HATCH
FILTER #1 ACCESS HATCH
FILTER #2 ACCESS HATCH
JUNCTION BOX
FOR REMOTE PANEL
ELECTRICAL PANEL
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B
B
B
FRONTFRONT
BACK BACK
LEFT
LEFT RIGHT
RIGHT
A A
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
3 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-220 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 5 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
TRANSFER/BACKWASH TROUGH
TRANSFER/BACKWASH TROUGH
CLARIFIER SECTION FILTER #1 FILTER #2
N
10'- 1/2"
28'-9"
7'-9 1/2"8'- 9/16"9'-7 11/16"3'-3 1/4"2'-5 1/2"
10 9/16"
4'-1 11/16"
4'-1 11/16"
5'- 1/4"
5'- 1/4"
10 9/16"
17
LT-520
17
LT-530
4
XV-531
4
XV-521
4
XV-506
9
XV-505
8
XV-562
6
XV-540B
5
LV-530
5
LV-520
7
XV-540A
2
HV-5311
8 1/2(") TYP
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
1'-1 1/2"() TYP
2
HV-5305
VD
B
B
B
BACK ELEVATION VIEW
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
4 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-220 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 5 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
17
LT-530
17
LT-520
2
HV-5007
4
XV-531
4
XV-521
4
XV-506
1'-9 3/8"
2'-5 1/2"3'-3 1/4"9'-7 11/16"8'- 9/16"5'-3 1/4"8 1/4"
TP-562
TP-533
TP-535
TP-531
TP-521
TP-501
TP-503
.00 ftEL.
.96 ftEL.
HOUSEKEEPING PAD (BY OTHERS)
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
21
AIC-544
19
AE-544
22
AV-544
20
P-510
VD
B
FRONT ELEVATION VIEW
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
5 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-220 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 5 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
1'-8 1/2"
.00 ftEL.
.96 ftEL.
4.34 ftEL.
2.92 ftEL.
TP-502
2
HV-5002
2
HV-5003
14
PT-508
2
HV-5010
3
HV-5001
15
PDIT-501
1
HV-5005
1
HV-5006
3
HV-5204
16
PIT-522
16
PIT-532
3
HV-5304
2
HV-5202
2
HV-5203
13
PG-522
2
HV-5303
13
PG-532
2
HV-5302 2'-5 1/2"
11 1/4"6'-9 1/4"2'-0"6'-3"7'-7"10"1'-10 1/4"8 1/4"
9.06 ftEL.
1.01 ftEL.
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
18
VD
B
B B
LEFT SIDE VIEW
(INFLUENT)RIGHT SIDE VIEW
(EFFLUENT)
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
6 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-220 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 5 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
5'- 1/4"5'- 1/4"
TP-503
.00 ftEL.
.96 ftEL.
4.34 ftEL.
9.06 ftEL.
TP-502
2'- 1/4"
.00 ftEL.
.70 ftEL.
5'- 1/4"5'- 1/4"
7
XV-540A
6
XV-540B
2
HV-5312
2
HV-5311
5
LV-520
8
XV-562
5
LV-530
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B B
B
B
SECTION A-A
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
7 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-220 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 5 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
1'-3 3/4" FREEBOARD
3'-6"
1'-6"
1'-0"
QUARTZ
ANTHRACITE
SAND
ANTHRACITE
SAND 11
9'-0"
(INSIDE)
8'-6"
(INSIDE)
8'-6"
(INSIDE)
2'-6"
(INSIDE)
10
11
.00 ftEL.
.96 ftEL.
1.57 ftEL.
5.82 ftEL.
9.06 ftEL.
2
HV-5312
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B
ANCHOR LOCATION DETAIL
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
8 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-220 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 5 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
TYP. SEISMIC ANCHOR
CONCRETE FOUNDATION
(DESIGN AND INSTALLATION
BY OTHERS)
ISOLATING MEMBRANE
REQUIRED BETWEEN TANK
AND CONCRETE FOUNDATION
(SUPPLIED AND INSTALLED
BY OTHERS)
1" CONCRETE
ANCHOR BOLTS.
(BY OTHERS)
SEE NOTE 2
(1) HEX BOLT, 3/4" x 2 1/2"
(2) FLAT WASHER, 3/4"
(1) - LOCK WASHER, 3/4"
(1) HEX NUT, 3/4"
MATERIAL: 18-8 SS
QTY: 4 PER LUG
(SUPPLIED BY AWC)
TYP. TANK LINER DETAIL
SEISMIC ANCHOR
PLAN VIEW
SEISMIC
ANCHOR
TANK BASEPLATE
ENSURE LINER IS
INSTALLED UNDER
ALL SEISMIC ANCHORS
STD INSTALLATION DETAIL
TANK LINER, TYP
TANK
BASEPLATE
TANK WALL
EPDM LINER MIN. 0.045" THICK
OVERHANG TANK EDGES MIN. 1/2"
SUPPLY & INSTALL BY OTHERS
1.EDGE DISTANCE TO BE VERIFIED BY STRUCTURAL ENGINEER PERFORMING EMBEDMENT CALCULATIONS
NOTE 1
11'-3"11'-8 3/4"2'-5"
11'-2 1/4"
10'-3"12'-8 3/4"
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B
B
B
B
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
9 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-220 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 5 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
COG
COG
5'-1 1/16"4'-11 7/16"
12'-4 1/16" SHIPPING WIDTH
10'-5 1/4" SHIPPING HEIGHT
30'- 3/4" SHIPPING LENGTH
13'-11 5/8"12'-3 1/8"
3'-4 1/16"
1.WALKWAY NOT SHOWN FOR CLARITY AND WILL BE SHIPPED SEPARATELY
2.LOCATION OF LIFTING LUGS MAY CHANGE PENDING STRUCTURAL VERIFICATION
SHIPPING ENVELOPE
8'-9 1/8"13'-8 13/16"6'-3 1/16"
LIFTING LUGS (TYP. 4 PLACES)
10'-8 1/4" LIFTING LUG WIDTH
VD
B
BB
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
10 OF 10
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-220 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
TRAIN 5 GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
COG
COG
1'-3 1/16"4'-2"
EFFLUENT SPOOL
4'-1 3/8"
6 1/16"
4 7/16"
1'-9 3/8"
B ISSUED FOR REVIEW 29-OCT-25 RB AB VD
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B
B B
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
SITE SEISMIC DATA
SITE CLASS = C
SPECTRAL RESPONSE ACCELERATON, S1 = 0.369
DESIGN SPECTRAL RESPONSE ACCELERATION, SDS = 0.826
DESIGN SPECTRAL RESPONSE ACCELERATION, SD1 = 0.369
IMPORTANCE FACTOR, IE = 1.5
SEISMIC DESIGN CATEGORY = D
INSTALLATION
1.ISOLATION MEMBRANE IS REQUIRED BETWEEN CONCRETE PAD AND THE BOTTOM OF THE
TANK(S) BASEPLATE. MEMBRANE TO BE SUPPLIED AND INSTALLED BY OTHERS.
2.DESIGN, SUPPLY, AND INSTALLATION OF SEISMIC ANCHOR BOLTS BY OTHERS.
3.ANY INTERCONNECTING PIPING BETWEEN AWC'S EQUIPMENT AND THE WTP TO BE
DESIGNED, SUPPLIED & INSTALLED BY OTHERS.
4.TANK NOZZLES SHALL NOT BE SUBJECTED TO EXTERNAL PIPING FORCES AND MOMENTS.
ZERO LOADING WILL BE ACCEPTED.
5.TANKS SHALL BE INSTALLED ON A CLEAN, LEVEL AND FLAT CONCRETE PAD. MAXIMUM
GAP UNDER A 10 FT (3m) STRAIGHTEDGE < 1/8" (3mm)(FL75/FF50 PER ASTM E1155).
THE PAD SHALL NOT SLOPE BY MORE THAN 1/4" (6mm) OVER 25 FT (7.62m) ALONG THE
ENTIRE LENGTH OR WIDTH.
ELECTRICAL
1.MINIMUM 3 FEET OF CLEARANCE REQUIRED IN FRONT OF ANY ELECTRICAL PANEL / JUNCTION
BOX.
ENGINEERING, STANDARDS & SPECIFICATION
1.CALCULATIONS AND A STAMPED GENERAL ARRANGEMENT (GA) DRAWING BY LICENSE
PROFESSIONAL ENGINEER (PE) IN THE STATE OF WASHINGTON WILL BE PROVIDED
2.AWC WILL PERFORM SEISMIC ANCHOR SIZING AS PER THE SPECIFICATIONS AND APPLICABLE
GOVERNING CODES AND STANDARDS.
3.ALL CALCULATIONS RELATED TO CONCRETE STRENGTH AND ANCHOR SUPPLY BY OTHERS.
EMBEDMENT DEPTH, EDGE DISTANCE, ANCHOR SELECTION, AND EPOXY SELECTION IS BY
OTHERS.
4.ALL AWC ALUMINUM TANKS ARE NSF61 COMPLIANT WHEN THE WATER IS WITHIN A PH RANGE
OF 6-9.
GENERAL
1.DIMENSIONS ARE SHOWN IN INCHES (FT-IN) UNLESS STATED OTHERWISE.
2.ALL DIMENSIONS ARE REFERENCED FROM THE OUTSIDE FACE OF THE EXTERIOR WALL PLATES,
UNLESS STATED OTHERWISE.
3.TOLERANCES:
TANK DIMENSIONS: +/- 1/4"
NOZZLE LOCATIONS: +/- 1/4"
4.AWC PROVIDES CATHODIC PROTECTION FOR ALL ALUMINUM TANKS.
5.TIE POINT NUMBERS SHOWN ON THIS DRAWING REPRESENT TRAIN #1 ONLY, UNLESS
SPECIFIED OTHERWISE. THE FIRST DIGIT OF EACH TAG # REFERS TO ITS OWN ASSIGNED TRAIN
# (i.e. TP-(x)00). THIS ALSO APPLIES TO EQUIPMENT, VALVE AND SPECIALTY ITEM NUMBERING.
6.HOUSEKEEPING PAD BY OTHERS.
REFERENCE DRAWINGS
1.P&ID: 36545-PR-PID-001 TO PID-003
2.TRAIN 4: 36545-PI-GAD-200
3.TRAIN 5: 36545-PR-GAD-210
PLATFORM & STAIRS
1.PLATFORM STRUCTURAL FRAMING MEMBERS TO BE ALUMINUM 6061-T6.
2.STAIRS TO BE IN ACCORDANCE WITH OSHA REGULATIONS.
3.STAIRS TO BE PROVIDED WITH A 1" GAP FOR GROUTING.
4.ANY COLUMNS ATTACHING TO THE CONCRETE FLOOR TO INCLUDE A 1" GAP FOR GROUTING.
5.ALL HARDWARE IN NON-WETTED AREAS TO BE 18-8 SS UNLESS NOTED OTHERWISE.
LEGEND
BY AWC
BY OTHERS
FUTURE
ITEM NUMBER
P&ID TAG NUMBER
P&ID TIE POINT NUMBER
TP-01
10
HV-01
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
1 OF 9
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-100 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
SITE GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
SHEET INDEX:
1: GENERAL NOTES
2: ISOMETRIC VIEW
3: PLAN VIEW - TANKS
4: PLAN VIEW - WALKWAYS
5: PLAN VIEW - HOUSEKEEPING PAD
6: SIDE ELEVATION
7: SIDE ELEVATION
8: END ELEVATIONS
9: END ELEVATIONS
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
2 OF 9
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-100 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
SITE GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
INFLUENT
EFFLUENT
AC TRAIN #4
AC TRAIN #5
VD
B
B
TANK LAYOUT
(WALKWAYS HIDDEN FOR CLARITY)
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
3 OF 9
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-100 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
SITE GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
N
FILTER #1CLARIFIER FILTER #2
CLARIFIER FILTER #1 FILTER #2
1.SEISMIC ANCHOR LOCATION AND STAIR DIMENSION WILL BE CONFIRMED DURING DETAILED ENGINEERING.
SITE LAYOUT
PLAN VIEW
10'-0" (INSIDE)
4'-7 1/2"
(BETWEEN TANK WALLS)
10'-0" (INSIDE)
CONTROL CABINET
FILTERED WATER
FILTERED WATER
BACKWASH INLET
FILTER TO WASTE
FILTER TO WASTE
BACKWASH INLET
CONTROL CABINET
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
JUNCTION BOX
JUNCTION BOX
VD
B
B
B
B
B
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
4 OF 9
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-100 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
SITE GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
N
FILTER #1CLARIFIER FILTER #2
CLARIFIER FILTER #1 FILTER #2
32'-6 11/16"
3'-6 9/16"NOTE 1
1.SEISMIC ANCHOR LOCATION AND STAIR DIMENSION WILL BE CONFIRMED DURING DETAILED ENGINEERING.
SITE LAYOUT
PLAN VIEW
1'-2 1/16"()
TYP.
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
12'-4 9/16"
32'-8 9/16"
VD
B
B
HOUSEKEEPING PAD LAYOUT
(TANKS AND WALKWAYS HIDDEN FOR CLARITY)
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
5 OF 9
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-100 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
SITE GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
N
1.FOR REFERENCE ONLY. PAD DIMENSIONS TBC BY OTHERS.
SITE LAYOUT
PLAN VIEW
12'-8"
(
)
2'-0"
(
)
12'-8"
(
)
27'-3 3/4"()
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
SIDE ELEVATION
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
6 OF 9
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-100 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
SITE GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
1.CLIENT TO CONFIRM HOUSEKEEPING PAD THICKNESS.
2.LOCATION OF LIFTING LUGS AND ANCHORS MAY CHANGE PENDING STRUCTURAL VERIFICATION.
3.COLUMN QUANTITY AND LOCATION MAY CHANGE PENDING STRUCTURAL VERIFICATION.
EPDM MEMBRANE
BETWEEN TANK
AND PAD (BY OTHERS)
HOUSEKEEPING PAD
(BY OTHERS)
26'-2 3/4"2'-5 1/2"
5'-6 3/4"
NOTE 1
NOTE 2
9'- 9/16"
3'-6"
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B
B
INFLUENT END VIEW
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
7 OF 9
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-100 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
SITE GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
TBC 5'- 1/4"5'- 1/4"4'-7 1/2"5'- 1/4"5'- 1/4"
4'-4 1/16"
5'-6 3/4"
AC TRAIN #4 AC TRAIN #5
1.AIR SCOUR NOZZLES ARE STAGGERED FOR EASIER PIPING CONNECTIONS.
2.COLUMN QUANTITY AND LOCATION MAY CHANGE PENDING STRUCTURAL VERIFICATION.
NOTE 1
5'- 3/4"
3'-6"
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B
B
B
EFFLUENT END VIEW
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
8 OF 9
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-100 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
SITE GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
AC TRAIN #5 AC TRAIN #4
4'-4"
HMI
NOTE 1
1.AIR SCOUR NOZZLES ARE STAGGERED FOR EASIER PIPING CONNECTIONS.
2.COLUMN QUANTITY AND LOCATION MAY CHANGE PENDING STRUCTURAL VERIFICATION.
4'-0" TYP.
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B B
EFFLUENT END VIEW
(CONTROL PANELS HIDDEN)
A
B
D
E
F
C
A
B
D
E
F
C
1 1098765432
10987654321
THIS DRAWING IS THE PROPERTY OF AWC AND CONTAINS PROPRIETARY
AND CONFIDENTIAL INFORMATION WHICH MUST NOT BE DUPLICATED,
USED OR DISCLOSED OTHER THAN EXPRESSLY AUTHORIZED BY AWC.
9087A 198 Street Langley, BC Canada V1M 3B1
Phone : 604-638-0760 Fax: 604-638-0795
www.awcsolutions.ca
PROJECT
TITLE
DRAWING NO.REV
CLIENT
SHEET SIZE
9 OF 9
SHEETSCALE
17 x 11
DEFAULT UNITS
ENGINEER'S SEAL
36545-PI-GAD-100 B
NTS
WTP EXPANSION
CITY OF ARLINGTON
SITE GENERAL ARRANGEMENT DRAWING
NOTES:
PROJECTION
PRELIMINARY
NOT FOR CONSTRUCTION
THE INFORMATION ON THIS DRAWING IS
INTENDED FOR CONCEPTUAL
DEVELOPMENT, PRELIMINARY DESIGN,
OR FOR GUIDANCE ONLY. THIS
DOCUMENT SHOULD NOT BE
CONSIDERED A FINALIZED
PROFESSIONAL WORK PRODUCT.
FILE: \\srv-fs01\Shared\Shared\Customers\BHC Consultants\36545 City of Arlington AC Expansion\5 Engineering\5.13 Piping\5.13.H Diagrams & Dwgs (2D)\5.13.H.1 GAs & Elev Dwgs
TBC 5'- 1/4"
5'- 1/4"
4'-1 11/16"4'-1 11/16"4'-7 1/2"
5'- 1/4"
4'-1 11/16"4'-1 11/16"
AC TRAIN #5 AC TRAIN #4
NOTE 1
1.AIR SCOUR NOZZLES ARE STAGGERED FOR EASIER PIPING CONNECTIONS.
2.COLUMN QUANTITY AND LOCATION MAY CHANGE PENDING STRUCTURAL VERIFICATION.
1'- 1/16"
TYP
2'-9 7/16" TYP
B ISSUED FOR REVIEW 29-OCT-25 RB AB TC
A ISSUED FOR REVIEW 12-AUG-25 RB AB TC
REVISIONS
REV DESCRIPTION DATE BY CHK APP
VD
B
B
B
B
B
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
Proprietary & Confidential Page 14 of 28
EXHIBIT 4 AWC VDDR
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
Proprietary & Confidential Page 15 of 28
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
Proprietary & Confidential Page 16 of 28
EXHIBIT 5 AWC AC INSTALLATION LIST
AWC AC Project List
Apr 2025
Year Customer & Location Prov. /
State Country Process System Capacity,
gpm
Capacity,
m3/d Sector
2024 Quill WTP - Carson City NV USA AC Clarifier 2,800 15,263 Municipal
2024 Westmorland CA USA AC Clarifier 700 3,816 Municipal
2024 Apache Junction 345 AZ USA AC Clarifier 4,200 22,909 Municipal
2023 District of Kitimat BC CAN AC Clarifier 2,800 15,263 Municipal
2022 Apache Junction II AZ USA AC Clarifier 1,400 7,636 Municipal
2022 Del Oro CA USA AC Clarifier 700 3,816 First Nations
2021 Nunapitchuk AK USA AC Clarifier 40 218 Municipal
2021 Central Bridge WD, Central Bridge NY USA AC Clarifier, no filter 350 1,907 Municipal
2018 Stony Rapids II SK CAN AC Clarifier 200 1,091 Municipal
2018 Eden Valley II AB CAN AC Clarifier 185 1,010 Municipal
2017 Fleming Neon KY USA AC Clarifier 500 2,727 Municipal
2016 Donner Summit CA USA AC Clarifier 700 3,818 Municipal
2015 Apache Junction AZ USA AC Clarifier 1,400 7,636 Municipal
2014 Rockingham Roscommon County IE AC Clarifier 1,100-2 6,000 Municipal
2014 Lisbrock Roscommon County IE AC Clarifier 880-2 4,800 Municipal
2014 Ballinagard Roscommon County IE AC Clarifier 1,144-2 6,236 Municipal
2013 Baffinland NUN CAN AC Clarifier 15 82 Resources
2013 Paron AR USA AC Clarifier 525-2 2,862-2 Municipal
2009 Etgo QC CAN AC Clarifier 500 2,725 Resources
2008 Chetwynd BC CAN AC Clarifier 1,100 5,995 Municipal
2005 Eden Valley AB CAN AC Clarifier 185 1,008 First Nations
2005 Castlebaldwin County Sligo IE AC Clarifier 120 654 Municipal
2005 Geevagh County Sligo IE AC Clarifier 229 1,248 Municipal
2005 Southview ON CAN AC Clarifier 88 480 Resort
2005 Brandywine WV USA AC Clarifier 350 1,908 Municipal
2004 Andrews NC USA AC Clarifier 1,400 7,630 Municipal
2003 Blue Lake Provincial Park ON CAN AC Clarifier 30 164 Recreation
2003 Halfway Lake Prov. ON CAN AC Clarifier 30 164 Recreation
2003 Pancake Bay Prov. Park ON CAN AC Clarifier 40 218 Recreation
2003 Rushing River Provincial Park ON CAN AC Clarifier 30 164 Recreation
2003 Metaline Falls WA USA AC Clarifier 820 4,469 Municipal
2002 Cleveland OK USA AC Clarifier 700 3,186 Municipal
2002 Amity OR USA AC Clarifier 800 2,180 Municipal
2002 Possum Kingdom TX USA AC Clarifier 900 4,905 Municipal
2002 Clones County Monaghan IE AC Clarifier 460 2,507 Municipal
2001 Fruitvale BC CAN AC Clarifier 1,200 6,540 Municipal
2001 Liberty SK CAN AC Clarifier 36 196 Municipal
2001 Riverhurst SK CAN AC Clarifier 100 545 Municipal
2001 Stony Rapids SK CAN AC Clarifier 100 545 Municipal
2001 Imperial Valley CA USA AC Clarifier 100 545 Municipal
2001 River Bend WA USA AC Clarifier 80 436 Municipal
2000 Millport AL USA AC Clarifier 350 1,908 Municipal
2000 Waterloo Springs, Cherokee County AL USA AC Clarifier 1,400 7,630 Municipal
2000 Fort Stanton NM USA AC Clarifier 75 409 Recreation
2000 Canyon Lake TX USA AC Clarifier 1,400 7,631 Municipal
2000 Arlington WA USA AC Clarifier 1,710 9,320 Municipal
1999 Warren Springs AL USA AC Clarifier 1,400 7,630 Municipal
1999 Toyah TX USA AC Clarifier 175 954 Municipal
1998 Willamina OR USA AC Clarifier 700 3,815 Municipal
1996 City of Enderby BC CAN AC Clarifier 734 4,000 Municipal
1996 Bath ON CAN AC Clarifier 1,100 5,995 Municipal
1996 Neihart MT USA AC Clarifier 100 545 Municipal
1995 Sandy Bay SK CAN AC Clarifier 200 1,090 Municipal
1994 One Arrow First Nations SK CAN AC Clarifier 30 164 First Nations
1991 Dept. of National Defence, Nanaimo BC CAN AC Clarifier & Pressure Filter 200 1,090 Institutional
604 936 4217
www.awcsolutions.com Page 1 of 1
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
Proprietary & Confidential Page 17 of 28
EXHIBIT 6 GENERAL CONDITIONS FOR
COMMISSIONING AND TESTING
www.awcsolutions.com Page 1 of 4
GENERAL CONDITIONS FOR COMMISSIONING AND TESTING
SCOPE
This document covers the general conditions for AWC commissioning, performance testing, and other site-
related activities. Unless explicitly stated in AWC’s proposal or the project-specific Performance Test Plan
(PTP), as generated by AWC, the conditions herein shall apply. AWC shall generate the PTP during the project
execution phase, as per the project VDDR.
Failure to adhere to the conditions herein shall result in additional costs for labour, travel, equipment and
materials, at AWC’s prevailing rates.
PRE-COMMISSIONING CHECKLIST & REVIEW MEETING
The purpose of the pre-commissioning checklist is to verify that the various aspects of site installation have
been completed and verified ahead our arrival. This allows AWC to execute the Work immediately upon
arrival at site.
The checklist will be issued to client by the AWC Project manager upon client’s request for AWC to attend site.
AWC’s project manager will arrange a review meeting of the completed pre-commissioning checklist which
may include a video walkthrough of the site.
Once all parties are in alignment, AWC will proceed to book travel.
SITE UTILITIES
Site utilities must be available, connected, tested, and ready for use prior to AWC’s arrival at site. All battery
limit interfaces must be available for use at design capacity*. This includes, but is not limited to electrical
connections, internal automation communication, utility / plant air, utility water, raw water supply, availability
of infrastructure to accept effluent and waste.
*Wastage rates are typically above design capacity during commissioning and testing and requirement shall be
defined in Commissioning Plan and/or PTP
COMMUNICATIONS
A fast, stable, reliable internet connection required. AWC must be able to access the PLC remotely using our
secure VPN. Min Download: 100 Mbps, Min Upload: 50 Mbps is required. Should AWC be unable to remotely
connect and make changes to plant operating parameters, additional personnel will be required at site at
AWC prevailing rates.
If internet service is not available, AWC is typically able to provide access via a portable Starlink satellite while
attending site (at extra cost).
www.awcsolutions.com Page 2 of 4
INTERRUPTION
Every effort must be made to minimize interruptions to AWC during the commissioning phase. Any
interruptions may result in schedule delays and additional site time/trips at client’s risk and expense. If
interruptions occur during the performance test for any reason, AWC will pause the test and resume it once
the issue has been resolved. Under no circumstances will performance testing be required to be restarted.
SITE LABOUR
AWC’s role is solely to provide customer with advice, training, and technical support for commissioning and
testing while at site. Customer must have the required qualified trades personnel available during
commissioning and performance testing to resolve any mechanical, electrical, automation, or related issues.
Qualified plant operators, including the Operator of Record, must be in at site during commissioning,
performance testing and training.
CHEMICAL DOSING & WATER SAMPLING
Chemicals are supplied by others. All chemicals must be withing their recommended shelf life and fit for use.
Concentrations to be verified prior to AWC mobilizing to site.
All sampling and associated costs are the customers responsibility. Timely turnaround required to support
the performance testing schedule.
Optimizing chemical dosing is a standard part of startup and testing. This is a process that takes time to
measure, adjust, and dial in to meet water quality objective. AWC will assist, to the best extent possible, to
optimize performance and water quality while on site.
Provided that plant is otherwise functioning as designed, exceedances of certain water quality parameters
which are the result of un-optimized chemical dosing shall not constitute as a failure. Performance testing
will not be paused or restarted.
Delays in receiving water quality testing reports that result in additional site time required to fulfil
commissioning and testing requirements shall be at AWC prevailing rates.
STABLE OPERATION
Prior to start of performance testing, plant must be in a stable operating condition. Operation logs and water
sampling data must be provided to AWC prior to commencing performance testing. Items such as chemical
dosing optimization, sludge bed development, biological population growth, and other factors often require
weeks or months to develop and are outside of AWC scope unless explicitly detailed in AWC’s proposal.
www.awcsolutions.com Page 3 of 4
Any upsets or significant changes to processes conditions outside of AWC’s control shall not be the basis for
failure and test shall be paused or restarted at extra cost.
FLOW RATE
Flow Rate Percent of time
PERFORMANCE TEST DURATION
WATER QUALITY
www.awcsolutions.com Page 4 of 4
UPSETS & OPERATOR ERROR
The purpose of the Performance Test is to demonstrate that the plant is effective in meting water quality
requirements when operated correctly. As such, upsets or exceedances due to operator error shall not
constitute failure of the Performance Test.
FACILITIES
AWC personnel shall be provided a clean work area with a desk in a climate-controlled space close to the
operating equipment.
Accommodations provided for site personnel must meet minimum standards to ensure comfort, safety, and
productivity. These standards include cleanliness of all living spaces, including bathrooms and kitchens;
private sleeping quarters; access to reliable utilities, including electricity, running water, heating or cooling as
appropriate; and basic furnishings, such as a comfortable bed, table, and chair. Additionally,
accommodations should be secure, located in a safe area, and free from hazards such as pests or structural
issues. Internet access is required and proximity to essential services, like food and medical facilities, are also
strongly recommended.
BHC Consultants
City of Arlington WTP Expansion
AWC Ref. 36545 R4
Proprietary & Confidential APPENDIX A– Page 18
APPENDIX A AWC COMPANY OVERVIEW
AWC Water Solutions Ltd. (AWC) designs and manufactures complete, packaged, modular, and site-constructed water
and wastewater treatment systems. AWC has one of the most experienced groups of water and wastewater treatment
experts in the industry. The team has decades of experience designing and successfully commissioning hundreds of
unique and exceptional water treatment solutions . Our in-house engineering and technical team will work with clients
to select the best process, and design custom systems to reliably meet environmental, financial, and quality standards
for your project.
AWC offers a wide variety of in-house services including engineering & design, fabrication & machining, automation &
controls including an in-house panel shop, project management, and a full field service support team for all
manufactured and distributed products.
AWC has a track record of supplying treatment plants to remote locations including permits, turnkey package plants,
and site installation, startup, commissioning, operations, and training.
AWC and its predecessor companies have been in operation for over 40 years and have built over 500 water and
wastewater treatment plants. We have experience in both the municipal and industrial markets. The inclusion of
advanced process controls and remote monitoring to our systems enables us t o monitor system performance long
after the commissioning of the plant. Core to AWC’s success is the ability to quickly assist clients, optimize their system
performance or importantly troubleshoot operating challenge s. As we control the designs of our systems, we are also
able to upgrade original installations to meet increased capacity, increased water quality requirements or changing raw
water quality.
Certified Operators
AWC has a full team highly trained and experienced operators. Working with our technicians in the field, our operators
are able to significantly reduce the time required to commission and train. Our operators bring an enhanced level of
support offerings for our clients by being able to provide a range of services such as full plant Operations contracts,
routine maintenance and membrane CIP support, ongoing training, monthly reviews, remote and on -site diagnostics
and troubleshooting support.
AWC strives to bring added value to our clients. We believe that with our experience, proprietary designs,
manufacturing capabilities, our field service and full lifecycle support, we bring intangible value to our clients.
Safety First – HSE at AWC
A company's most valuable resource is the employees. AWC is committed to ensuring all workers (those who work at
AWC, and those who with AWC such as contractors and Owners’ representatives) to have a safe working environment.
A safety-first mentality is of the highest priority to all staff. AWC takes pride in our excellent safety record, which is
reflected in the 1.6+ million hours (and counting) worked with ZERO Lost Time Injury incidents. Our goal is to maintain
an open, cooperative workplace environment where everyone is invested in each other’s health and safety.
AWC strives to provide a sound and minimal risk work environment for each employee through the prevention of
accidents, occupational illness, and injuries. We prepare and implement a site-specific Health and Safety Plan for every
site that we work on and conduct a safety kickoff at the beginning of every project. On -site, our staff completes daily
safety toolbox meetings to review safe work practices for the day and identify any risks that may be encountered.
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Proprietary & Confidential APPENDIX A– Page 19
Project Execution Approach
AWC project execution follows a rigorous approach, based on processes and procedures used at the major EPCM
companies (see Figure 1). This means our documentation and quality standards for project design, procurement,
fabrication, assembly, testing, and Startup are robust and thorough to minimize any risks to the Client when our
package arrives at site. Our team includes senior engineering project managers that have executed large industrial
projects for major blue-chip resource clients.
AWC strives to bring added value to our clients. We believe that with our experience, proprietary designs,
manufacturing capabilities, our field service and full lifecycle support, we bring intangible value to our clients.
Quality Assurance/Quality Control Program
AWC is committed to providing quality, efficient systems that meet applicable regulatory and customer specifications.
Our Project Quality program confirms deliverables and milestones that are consistent with the scope of work defined in
the project. The overall project performance is measured against these criteria using quality assurance and quality
control techniques.
The purpose of this program ensures that AWC has a documented procedure for project management as well as a
Quality Assurance/Quality Control (QA/QC) plan for every project. The objective is to execute and deliver a superior
product to the Owner and implement actions to achieve planned resu lts for continual improvement.
The output of the project deliverables should be consistent with the planning activities (i.e. quality reviews, test
performance, customer acceptance, etc.). Any corrective and preventive actions identified will follow established
procedures to ensure similar situations do not arise in the future. The following factors are taken into consideration for
each project executed by AWC:
• Project Overview – Provides the background and justification for the project.
• Quality Standards – Defined by AWC, the customer, regulatory bodies, and other relevant stakeholders.
• Quality Tools – Tools and techniques used by the Project Management Team to manage the objectives of the
project.
• Responsibilities – Team member roles (including the Management Representative) are outlined to ensure
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Proprietary & Confidential APPENDIX A– Page 20
ownership, accountability, and success of the project.
• Quality Assurance – Key processes that support the project and determination of evaluation methods and
frequency (reviews, inspection & testing, customer acceptance and commissioning, etc.)
• Monitoring – Project related information is monitored to ensure quality objectives are suitably managed.
Project team members are solicited for their progress, actions are assigned, and resources are allocated as
appropriate.
• Quality Control Procedures – Listing of QC controls and activities that are required in the project.
• Inspection and Testing – Verification and validation activities to confirm objectives of the project have been
accomplished. Our in-house testing capabilities include:
o A 10,000 USG Freshwater Storage Tank
o Water Recirculation Test Pumps Range from 400gpm @ 20psi to 200gpm @85psi
o Complete Water, Electrical and Automation Testing Station
o Up to 600V Capabilities
• Changes – Suitable mechanisms for review, communication, and implementation of necessary changes to the
Project Quality Plan are critical for subsequent stages of production and operations.
• Records shall be maintained to support the Project activities and the resulting management.
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Proprietary & Confidential APPENDIX A– Page 21
Facility
AWC has a 60,000 ft2 integrated office, warehouse, and manufacturing facility, plus a yard in Langley, BC.
Fabrication Machine Shop
• Specialized in Aluminum, Stainless, and Carbon Steel
• Four – Full Length Crane Bays
• A-Ticket welders
• 20+ Welding Machines
• 20-ton Lift Capacity
• Sheer & Plasma Cutting
• CWB 47.1 and 47.2, ASME B31.3 Certified / Compliant
• Lathe (22”x90” capacity)
• Milling Machine (40” dia. c/w 30” vert. travel)
• Press Brake & Sheer
• 50-ton Press
• Industrial Parts Washer
• Multiple Band Saws (capacity up to 31.5”)
Electrical Panel Shop Shipping / Receiving
• CSA 22.2 & UL 508A certified
• 26’ Overhead Clearance
• In-house designers, programmers and electricians
• 18,000 ft2 Indoor Warehouse
• Four Loading Bays, 3 at Grade
• 20-ton Lift Capacity (when crane loading)
• Four Forklifts (3,000-17,000 lbs)
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Proprietary & Confidential APPENDIX A– Page 22
Secured Yard QA/QC Testing Capabilities
• Large Paved Yard Area (Fully Enclosed Portions)
• 24hr Monitored Security
• Large Crane and Truck Loading Area
• Local Off-Site Storage Capabilities
• Full Quality Assurance Program
• Hydrostatic testing
• 10,000 USG Freshwater Storage Tank
• Water Recirculation Pumps (400-200gpm @ 20-85psi)
• Complete Water, Electrical and Automation Testing
Station
• Up to 600V Capabilities
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AWC Ref. 36545 R4
Proprietary & Confidential Appendix B – Page 23
APPENDIX B AWC TERMS AND CONDITIONS
1. DEFINITIONS:
i. “Agreement” means the Buyer’s agreement to purchase the Product(s) and/or Services from the Seller.
ii. “Buyer” means the company, partnership, person, or entity purchasing the Product(s) and/or Services from the Seller
identified in the Purchase Documents.
iii. “Product(s)” means the equipment parts and materials being purchased by the Buyer identified in the Purchase Documents.
iv. “Purchase Documents” means the documents accompanying these Terms and Conditions which more fully describe the
Products and/or Services being purchased from the Seller, including, as applicable, the Buyer’s request for quotation, purchase
orders, and the Seller’s quotation.
v. “AWC Solutions”, “AWC” and “Seller” means AWC Process Solutions Ltd or AWC Water Solutions Ltd.
vi. “Force Majeure” means an event beyond reasonable control, including, without limitation, acts of God, earthquake, tsunami, storm,
washout, landslide, avalanche or other extreme weather conditions, fire, flood, vandalism, explosions, strikes, lockouts or other
industrial disturbances, unavailability of any goods, materials or equipment, acts of the Queen’s or public enemies, wars, blockades,
insurrections, riots, arrests, restraints or other civil disturbances, epidemics, restraints or prohibitions by any court or governmental
board, department, commission or agency, and new or amended laws, and all other events of a similar nature.
2. APPLICATION: These terms and Conditions apply to every sale of Product(s) and every supply of Services by the Seller to the Buyer.
The Buyer specifically agrees and acknowledges that unless the Seller agrees in writing to a modification of these Terms and Conditions,
these Terms and Conditions apply and take precedence over any of the Buyer’s Terms and Conditions whether set out in the Purchase
Documents or otherwise.
3. PRICES: Unless otherwise specified by the Seller, the Seller’s price for the sale of the Product(s) will remain in effect for forty-five (45)
days from the date provided. The Seller’s prices do not include applicable taxes which will be added to the price quoted and appear as a
separate line item on the Seller’s invoice. In case of any discrepancies between Buyer’s Purchase Order and Seller’s Order Co nfirmation it is
the responsibility of Buyer to notify Seller within 24 hours of receiving the Seller’s Order Confirmation after which point Buyer is bound to
prices in Seller’s Order Confirmation.
4. TERMS OF PAYMENT: Payment terms and schedule are of the essence. Subject to approval of the Seller’s accounting department, the
Buyer shall pay the Seller the price of the Product(s) and/or Services provided within thirty (30) days from the date of the Seller’s invoice. If
the Seller and the Buyer have agreed to a milestone payment schedule, the payment specified in the milestone payment schedule shall be
paid on the dates that each milestone is achieved. All overdue payments bear interest commencing on the day on which the amount became
payable, calculated at the rate of 1.2% per month compounded monthly (15.3895% per annum).
5. DELIVERY AND TRANSFER OF TITLE AND RISK: All delivery dates of the Product(s) and/or Services to be provided by the Seller are
approximate only and are based on the Seller having received from the Buyer all information required by the Seller to provide the Product(s)
and/or Services. Seller shall in good faith attempt to effect delivery by the date specified but shall not be responsible or liable for delays due to
unexpected circumstances. In no event will Seller be liable for incidental or consequential damages resulting from failure to meet the specified
or amended delivery dates. All Product(s) shall be delivered to the Buyer at the location indicated in the Purchase Documents, EX WORKS at
the point of the manufacture of the Product(s). All risk of loss or damage to the Products while in transit shall be borne by the Buyer. Title to
the Product(s) shall pass to the Buyer on the Buyer making payment in full for the Product(s) or on the Product(s) being delivered to the
Buyer, whichever occurs later.
6. DOCUMENTATION: The Seller shall supply the Buyer with the documentation specified in the Seller’s quotation. Any additional copies of
the documentation or the supply of documentation on alternative media will be provided by the Seller to the Buyer at the Seller’s price in
effect at the time of the request.
7. INSTALLATION: The Buyer shall be responsible for transporting, receiving, storing, installing, starting up, and maintaining all Product(s). If
requested, the Seller may, at its option, provide Services to assist the Buyer in the installation of the Product(s) at a price agreed upon
between the Buyer and the Seller or at the rates set out in the Seller’s published rate schedule at the time the Services are rendered.
8. EXCUSE OF PERFORMANCE: The Seller shall be excused from the performance of any term or condition of this sale or the provision of
Services when and to the extent that the performance is delayed beyond its reasonable control including, without limitation to, acts of God,
wars, riots, labour unrest, inability to obtain materials or components, explosions, accidents, governmental requests, laws, regulations, orders
or actions. If such an event occurs, the delivery date and the price of the Product(s) and/or Services to be provided by the Seller may be
revised by agreement made between the Buyer and the Seller or the Seller may at its option cancel the sal e of the Product(s) or agreement
to provide Services in which case the Buyer will pay the Seller any and all losses, damages, dismantling, restocking fees, and any other costs
or expense incurred by the Seller arising from such a termination.
9. TERMINATION AND SUSPENSION: The Buyer may terminate or suspend its purchase of all the Product(s) and/or Services provided that it
pays the Seller for any and all losses, dismantling, restocking fees and any other costs or expenses arising from such termin ation or
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Proprietary & Confidential Appendix B – Page 24
suspension. The Seller shall have the right, in addition to any other remedy deemed necessary, to either terminate its agreem ent to sell the
Product(s) or provide the Services or suspend further deliveries of the Product(s) or provision of the Services to the Buyer in the event the
Buyer fails to make any payment required to be made to the Seller when due.
10. WARRANTY: Subject to the limitations of liability and remedies set out in Section 12, the Seller warrants its Product(s) and/or Services as
follow:
Seller’s Products: The Seller will, at its option, repair or replace any defects in material or workmanship in any Product(s) manufactured by
the Seller which appear within the earlier of twelve (12) months from the date of initial installation of the Seller’s Produc t(s) by the Buyer, or
eighteen months from the date the Seller’s Products(s) were delivered to the Buyer.
Re-Sale Products: The Product(s) manufactured by any third party (including the Seller’s principals and their affiliated companies) provided
by the Seller to the Buyer as the manufacturer’s distributor shall be subject to the manufacturer’s standard warranty. The Bu yer agrees that
the Seller shall have no liability for correcting any defect in the materials and workmanship in any re -sale Product(s) and that the Seller’s only
obligation is to make a reasonable commercial effort to assist the Buyer in making a warranty claim as against the manufacturer’s standard
warranty.
Services: Any Services supplied by the Seller, including component integration, device configuration, and the repair of Product(s) are
warranted against defects in workmanship for a period of the earlier of ninety (90) days from the date of the installation of the Product(s) or
one hundred and twenty (120) days from the date of the delivery of the Product(s) to the Buyer. Any interpretative services provided by the
Seller are not warranted wither as to the accuracy or correctness of any such interpretations or any recommendations made by the Seller
based upon these interpretations.On-Site Warranty Support: If the Buyer requires the Seller to provide any Services relating to any defect in
the Product(s) and/or Services rendered or any warranty claim made by the Buyer in respect of the Product(s) and/or Services, including
diagnosis, dismantling, and reinstallation of Product(s), at the Buyer’s site, all costs of travel to and from the Buyer’s site and of these Services
shall be paid by the Buyer at the rates set out in the Seller’s published rate schedule in effect at the time the Services are actually provided.
11. WARRANTY EXCLUSIONS:
a) The Seller does not warrant the performance of any Product(s) and/or services provided by it to the extent that the actual op erating
or other conditions differ from the specifications or other data supplied by the Buyer for the purpose of selection of design of the
Product(s) and/or Services to be provided by the Seller.
b) This limited warranty shall not apply to any repair or replacement of Product(s) caused by abuse, accidental damage, misuse,
improper installation, and improper application, corrosion or inadequate or improper preventative maintenance of the Product(s).
c) Except as expressly provided herein, there are no other representations or warranties of any kind, express or implied, as to the
merchantability, fitness for particular purpose, or any other matter with respect to the product (s) or services.
12. LIMITATION OF REMEDY AND LIABILITY: The Seller shall not be liable for any kind of consequential damages including loss of
anticipated profits, loss of use of equipment or any associated equipment, the loss of product from the Buyer’s facility(s) o r the loss of capital
however caused. The Buyer agrees that the Seller’s sole and exclusive liability for all losses and damages arising out of or connected in any
way with the Product(s) and/or Services provided by the Seller shall be limited to the repair, correction, or replacement of the Product(s)
and/or Services in accordance with the terms of limited warranty set out in Section 10 herein. The Buyer further agrees that the Seller’s total
liability arising out or connected in any way with the provision of the Product(s) and/or Services is limited to the value of the Product(s) and/or
Services provided by the Seller under this Agreement.
13. INDEMINITY: The Seller agrees to protect, defend, and indemnify the Buyer, its respective officers, directors, employees, and consultants
from and against any and all claims, demands, losses, causes of action, liability and costs (including all legal costs and at torney fees) of every
kind and nature arising out of or connected in any way with damage to property, person injury, or death of the Buyer’s employees, or third
parties alleged to have been caused by any act or omission of the Seller connected with the Product(s) and/or Services provided by the
Seller. The Buyer agrees to protect, defend, and indemnify the Seller, its respective officers, directors, employees, and con sultants from and
against all claims, demands, losses, causes of action, liability and costs (including all legal costs and attorney fees) of every kind and nature
arising out of or connected in any with damage to property, personal injury, or death of the Seller’s employees, or third parties alleged to have
been caused by any act or omission of the Buyer.
14. INSURANCE: The Buyer shall provide at its expense property damage insurance or “all risk” builder’s risk insurance covering all its
property on the basis of full replacement cost value without depreciation which will name the Seller and any manufacturer of the Product(s) as
additional insureds with a waiver of subrogation against all insured parties thereunder.
15. GENERAL PROVISIONS:
a) Buyer shall not assign its rights or obligations under this Agreement without Seller’s prior written consent.
b) There are no understandings, agreements, or representations, express or implied, not specified in this Agreement.
c) No action, regardless of form, arising out of transactions under this Agreement, may be brought by either party more than two (2)
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Proprietary & Confidential Appendix B – Page 25
years after the cause of action arose.
d) This Agreement is formed and shall be construed, performed and enforced under the laws of the Province of British Columbia. Any
suit, action, or proceeding arising out of or connected in any way with this agreement shall be brought in a Court of the Province of
British Columbia which the parties shall have exclusive jurisdiction to hear and resolve such disputes, subject only to the parties
agreeing to resolve such disputes through arbitration.
16. CANCELLATION, CHANGES, AND / OR DELAYS: In the event an order is cancelled; a cancellation charge shall be applied.
Cancellation fees shall be at the sole discretion of AWC, and based upon on allocated or buy-in material’s status and/or labor applied, as well
as a reasonable amount to cover overhead and profit.
Changes to the scope of supply as described in the prevailing Purchase Order, after approval of drawings or release to manufacture shall be
subject to a change- order charge and subsequent delivery delay. Where possible AWC shall endeavor to accommodate such changes,
however AWC cannot be held responsible for Deliverables that may become affected as a result of such change/s, whether a char ge is
applicable or not.
In the event of a delay outside the control of AWC, and where substantial work or costs have been incurred by AWC, payment terms shall be
adjusted to preserve AWC’s initially projected cash position.
AWC shall not accept an order which contains a penalty clause for late delivery unless otherwise described in the quoted Bill of Materials.
AWC shall not participate with or become partners in a project where a penalty for late/non -compliant delivery would constitute a financial
back-charge or discount to the agreed upon order value. AWC will not accept back-charges or claims for late delivery whether directly or
indirectly caused by AWC or its suppliers.
17. FORCE MAJEURE: Neither Party shall be liable for delay or failure in the performance of any of its obligations hereunder if such delay or
failure is due to causes beyond its reasonable control, including, without limitation, acts of God, fires, earthquakes, strikes and labor disputes,
acts of war, terrorism, civil unrest or intervention of any governmental authority (“Force Majeure”); provided, however, that the affected Party
promptly notifies the other Party and further provided that the affected Party shall use its commercially reasonable efforts to avoid or remove
such causes of non-performance and to mitigate the effect of such occurrence, and shall continue performance with the utmost dispatch
whenever such causes are removed. When such circumstances arise, the Parties shall negotiate in good faith any modifications of the terms
of this Agreement that may be necessary or appropriate in order to arrive at an equitable solution. Each Party shall bear its own costs and
expenses incurred in connection with Force Majeure (including for any efforts to mitigate the effect or impact of the Force Majeure), and
neither shall seek recovery of such costs or expenses from the other Party. Throughout any period of Force Majeure, the Party affected shall
provide the other Party with regular status updates, including reasonable and non-binding predictions as to when the Force Majeure condition
is likely to cease.
18.TARIFFS: The Buyer shall bear sole responsibility for all tariffs, duties, taxes, or other governmental charges (collectively referred to as
"Tariffs") associated with the purchase of goods or services under this Agreement. This includes, but is not limited to, any Tariffs that are
currently in effect, pending, or that may be enacted in the future. The Seller, [AWC], shall not be liable for any Tariffs imposed on the goods or
services at any stage, including prior to, during, or after delivery to the Buyer. The Buyer agrees to indemnify and hold harmless the Seller for
any claims, penalties, or costs arising from the Buyer's failure to comply with this provision.
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Proprietary & Confidential Appendix C – Page 26
APPENDIX C STANDARD EQUIPMENT WARRANTY
1. For the Warranty Period, AWC WATER SOLUTIONS LTD. (“AWC”) warrants that the identified equipment (“Equipment”)
will be free from material defects in fabrication, subject to the terms of this Warranty.
2. For all valid Warranty Claims made by the Client, AWC will repair or replace any defective parts in the Equipment, free
of charge, provided that the defective Equipment is returned to AWC. All returns shall be made at the sole cost of the
Client to the address designated by AWC, shipping costs prepaid. Should AWC determine that the Equipment requires
replacement, AWC will immediately commence sourcing of the replacement and will keep Client appraised of the
delivery schedule. Replaced Equipment shall be subject to the balance of the original Warranty period. Should AWC
determine that a Warranty Claim is not covered by this Warranty, AWC will offer to repair or replace the Equipment
subject to the Client’s written acceptance of AWC’s quotation for same.
3. The Client shall issue AWC immediate written notice of any Equipment defect upon discovery in compliance with the
terms of this Warranty. Any Warranty Claim that is not made immediately upon discovery, or that is not made in
compliance with this Warranty or that is made after the expiry of the Warranty Period will not be honoured.
4. This Warranty excludes Warranty Claims for:
a. any Equipment failure caused by incorrect storage or deviation from manufacturer’s preservation
instructions,
b. any Equipment failure caused by deviation of AWC’s transportation or lifting procedures / instructions or
generally recognized Industry practices,
c. any Equipment failure caused directly or indirectly by the improper operation or maintenance of the
Equipment,
d. any Equipment failure caused directly or indirectly by any failure to comply with the Operations Manual, the
Maintenance Manual, system design specifications, any directions issued by AWC from time to time or
recognized industry operating practices,
e. any Equipment that has been modified or repaired by the Client or the Client’s Contractor unless it has been
modified or repaired strictly in compliance with AWC’s written instructions as confirmed by photos and videos
taken at the time of the modification or repair and sent to AWC promptly,
f. any damage to Equipment caused by any person intentionally or unintentionally other than by AWC, its
employees or contractors,
g. any damage to the Equipment caused by a facility fire, accident, or Force Majeure event,
h. paint or coatings are not warrantied beyond manufacturer’s standard periods,
i. any Equipment parts that are designated by AWC or recognized within common industry practices as ordinary
wear and tear items or
j. any Equipment that has been modified by AWC at the request of the Client or its Contractor against the advice
of AWC.
5. Any Warranty Claim shall include a clear written description of the Equipment defect, and all relevant data to assist
in remedying the defect. Upon request by AWC, the Client shall promptly supply copies of the operators log data,
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Proprietary & Confidential Appendix C – Page 27
maintenance records, names of the operators operating the equipment, specific photos and videos related to the
Equipment, and other data requested by AWC from time to time. If Client has not maintained the operator’s log and
maintenance records in the manner required by the Operations and Maintenance manual or in a manner inconsistent
with normal/standard operating procedures, this warranty may, at AWC’s discretion, be invalidated by written notice.
6. The Client shall hire competent operators to run and maintain the Equipment and provide AWC with all information
related to any Warranty Claim. Upon receipt of a Warranty Claim, AWC will assist the Client’s operator remotely (by
telephone or other electronic means) with the diagnosis, repair and replacement of defective Equipment or parts or
any other resolution of any Warranty Claim. Immediately after completing any Warranty Claim repair or Equipment
replacement, the Client shall send photos and videos showing that the work has been completed in compliance with
AWC’s instructions.
7. Any Warranty Claims will not be honoured if any amounts payable to AWC by the Client, its Contractor or relating to
the project are past-due unless payment is promptly made after receipt of written notice from AWC.
8. AWC’s sole and exclusive liability to the Client, for the supplied Equipment or services, shall be limited to AWC’s
obligations in this Warranty whether the claim is based in contract, tort or on any other legal basis. In no event shall
AWC be responsible for any claims related to damages, whether direct, indirect, consequential, incidental, liquidated
damages or any other damages or penalties related to the Equipment or services supplied by AWC or its contractors.
In no event shall AWC’s liability to the Client for all Warranty Claims arising from the supply of the Equipment and
services exceed the purchase price of the Equipment under Warranty Claim. If AWC completes any Equipment repair
on a goodwill basis, it shall not constitute any admission of liability relating to the Equipment.
9. This Warranty provides the sole remedy for all claims based on a failure of or defect in the Equipment or related to
any services supplied by AWC. Any implied or express conditions or warranties regarding the Equipment imposed by
any applicable Sale of Goods legislation or other legislation are hereby excluded. Any liability of AWC with respect to
the Equipment or services supplied will end on the expiry date of the Warranty. Only the identified Client may make
a claim under this Warranty. The Warranty shall not be transferrable, without the prior written consent of AWC, which
shall not be unreasonably withheld. This Warranty shall be interpreted in accordance with the laws of British
Columbia, Canada and any claims under this Warranty or otherwise against AWC shall be resolved exclusively by the
courts in Vancouver, British Columbia.
Warranty Period
12 months from start-up or 18 months from ready to ship notification, whichever is earlier.
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Proprietary & Confidential Appendix D – Page 28
APPENDIX D SITE SERVICES RATE SHEET
City of Arlington Council Agenda Bill WS #9 Attachment
April 13, 2026 Police Quarterly Report
Police Department Report
Police; Jonathan Ventura, Chief EXPENDITURES REQUESTED: N/A BUDGET CATEGORY: N/A BUDGET AMMOUNT: N/A LEGAL REVIEW: DESCRIPTION:
ALTERNATIVES:
1
Staffing
• Budgeted 43 FTEs for 2025/26 (36 Officers – 1 Limited Commission – 6 Civilian)
• 38 current FTEs (32 Officers – 1 Limited Commission – 5 Civilian)
• APD has 2 contracted employees (1-DV Coordinator / 1-LEESW)
Update of Current Contracts
• Current APOA CBA expires 12/31/2026
• Current AFSCME CBA expires 12/31/2025 (*extended 1yr by MOU)
Executive Summary – Highlights
• Chief Ventura returned to full duty on January 1, 2026. Commander
Gilbert served as Interim Chief from September through November 2025, then
transitioned into the Administrative Operations Commander role as Commander
Barrett moved into Patrol Operations.
• APD was awarded a $125,000 grant from the Stillaguamish Tribe to help
purchase protective barriers for use at special events. These barriers will help
protect people and infrastructure from intentional acts of violence as well as
accidental vehicle intrusions.
• APD held its Annual Awards Banquet in January. Award recipients included:
• Employee of the Year: Officer Austin Shouman
• Traffic Enforcement: Officer MacAy Braniff
• Driving Under the Influence (DUI) Enforcement: Officer Abigail Schranck
• APD conducted a Sergeant Assessment Center in March. The role of sergeant is
arguably one of the most important positions in any law enforcement agency,
perhaps surpassed only by that of the Field Training Officer. Sergeants serve as
the critical link between line-level staff and agency leadership. They play a vital
role in communicating information both upward and downward through the
organization, while also leading change and influencing those they supervise.
The department’s long-term operational success and effectiveness depend
heavily on strong sergeant leadership. Thank you to everyone who contributed to
this process, including our Civil Service Board volunteers, assessors, role
players, and candidates.
Police
Project Reports & Update
2
• APD made an emergency staffing declaration after losing six employees within a
short period of time, with one additional loss anticipated in June. Of those
losses, four employees voluntarily left the policing profession, one employee was
separated from employment, and one position was reassigned to support a full-
time officer assignment to the NW Regional BLEA (Arlington Police Academy).
Commander Barrett has worked closely with Human Resources to revise several
hiring and screening procedures in order to streamline and expedite recruitment,
helping Arlington remain competitive with surrounding agencies. These efforts
include weekly oral board interviews. In addition, Sgt. Olson and Adkins have
attended several local recruitment fairs and have also traveled to colleges around
the area.
APD has also trained three additional in-house background investigators to assist
with candidate processing and improve efficiency. Officer Kidd-Zimmerman has
been working with the City’s Public Information Officer on a social media
campaign to support recruitment and promoting the department.
To address staffing shortages, several detectives have been temporarily
reassigned to patrol, with their specialty assignments frozen during this period.
While the department had previously posted dozens of patrol overtime shifts
each week, staffing adjustments have begun to create limited opportunities for
overtime assignments in CID to support complex, long-term, or highly technical
investigations as needs arise.
One new police recruit, Renz Du, began the Arlington Police Academy in
January. In April, we welcomed Abby McVay as a new hire. Officer McVay joins
APD from the Department of Defense Police and will be required to
attend BLEA in August 2026.
• Officer Chanler Dean was recognized by the Marysville Police Department for his
heroic lifesaving efforts in July 2025 and was awarded MPD’s Don Arndt Award.
• Congratulations to Police Services Manager Jen Bilow, who completed both
her First Level and Middle Management Career Level Certifications. These
certifications are required for promoted commissioned law enforcement
personnel but are optional for non-commissioned staff. Jen’s decision to pursue
them demonstrates her commitment to lifelong learning and leadership
development.
3
• Congratulations to Sgt. Justin Olson for completing his First-Level Supervision
Career Level Certification (CLC) through CJTC. It is also worth noting that Sgt.
Olson previously completed the 40-hour Credible Leadership elective.
• Commander Barrett has been selected to attend the prestigious FBI National
Academy in Quantico, Virginia. This highly respected program includes law
enforcement leaders from around the world, and selection represents the top 1%
of law enforcement executives. While this honor comes from outside our agency,
it reflects positively on the Arlington Police Department and recognizes
Commander Barrett’s outstanding leadership, professionalism, and dedication to
both his agency and the community he serves.
Commander Barrett has played a key role in advancing several important
initiatives within the department, including implementation support for IA/PRO
BlueTeam, Lexipol policy and procedures, agency accreditation, training
documentation, and department strategic planning. He also led the Snohomish
Multi-Agency Response Team (SMART), which oversees countywide use-of-
force investigations. We congratulate Commander Barrett on this significant
achievement and look forward to the knowledge, experience, and leadership he
will bring back to our agency and community.
City of Arlington Council Agenda Bill WS #10 Attachment
April 13 2026 North County Regional Fire Authority 2026 First Quarter Report
Report will be handed out at workshop.
North County Regional Fire Authority; Dave Kraski, Deputy Chief of Operations EXPENDITURES REQUESTED: 0 BUDGET CATEGORY: N/A BUDGETED AMOUNT: LEGAL REVIEW: DESCRIPTION:
ALTERNATIVES:
# Incidents NCRFA
Incident Type Mar Feb Jan YT D
20 2 6 20 2 6 20 2 6 20 2 6
Total Incidents 793 788 839 242 0
Fire 14 16 18 48
H azardous Situation 23 15 20 58
Medical 614 615 659 1888
P ublic Service 30 30 48 108
Rescue 3 1 3 7
No Em ergency 109 110 89 308
Law Enforcem ent Support 0 1 2 3
D u e to th e m a nda ted tran sitio n fro m N F /R S to N E R IS b eg inn ing in Jan u a ry 2 026 ,
in cid ent typ e s fro m p revio u s yea rs are not d irectly co m pa rable.
14 Structure: 9 Outside: 2
FIRES Transportation: 3 Other: 0
National Emergency Response Information System
(NE R IS) IN C ID E N T C O UN T S O VE R T IM E
Fires
Mar 2026:
Feb 2026:
Jan 2026:
Medical/Rescue
14
16
18
Mar 2026:
Feb 2026:
Jan 2026:
614
615
659
Data on this page is fro m ESO
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Quarterly Comparison City of Arlington
Q1 2025 Q1 2026
Turn o ut-Avera ge All ( D ispatch to En route) 1 :22 1 :32
R espo nse -Average All (D ispatch to Arrival) 5:05 5:10
Primary Incident Type by Category 0 & , Primary Incident Types by Subcategory
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MEDIC UNIT TRANSPORTS Q1 2026
A Shift 101
Medic B Shift 155 46
C Shift 103
A Shift 115
Medic B Shift 131 48
C Shift 94
A Shift 108
Medic B Shift 112
99
C Shift 116
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Top 10 Problems
! MEDl
• BLSl
MED2
• BLS3
BLS2
MED3
• FAC
! SC
• MEDX
! MVCN
Other
C ty of ,nqton
I port
•
! •
• Quarter 1, 2026
City of Arlington
Mutual Aid
Jan 1 - Mar 31
2026
!
•
D a ta o n th is pa g e is
fro m FirstW atch
• •
Aid Type
G ive n
Re ce ive d
AidTO
C am ano Islan d Fire Rescue
Fo re st Serv ice are as surround ing Darrington
M ary svill e Fire District
Sno ho m ish Co u nty Fire District #15
Sno ho m ish C o un ty Fire Di strict #19
Sno h o m ish C o u nty Fire District #21
Sno h o m ish C o un ty Fire District #22
Sno ho m ish C o un ty Fire District #24
Sno ho m ish Co u nty Fire District #25
Sno h o m ish C o un ty Fire Di strict #4
Sno ho m ish Reg io nal Fire and Rescue
Aid FROM
Cam ano Islan d Fire Rescue
Everett Fire Dep art m ent
M ary svill e Fire Di strict
O T HERFD
Pacific No rt hw e st Suppo rt Serv ices
Sno ho m ish C o un ty Fire District #15
Sno h o m ish C o u nty Fire District #17
Sno h o m ish C o un ty Fire District #19
Sno h o m ish Co un ty Fire District #21
Sno h o m ish C o un ty Fire District #22
Sno h o m ish Co un ty Fire District #25
South Sno h om ish C ounty Fire and Rescue
•
Tota l# or Resp Total Task n m e
373 233:30:34
Total# of Resp Total Task n m e
25 17:25:56
0:01:52
174 97:50:28
14 8:22:49
42 24:28:23
87 63:59:12
6 2:16:20
9 8:53:40
11 10:00:19
2 0:03:55
2 0:07:40
431 135:15:49
Total# of Resp Total Task nme
93 26:24:22
2 0:24:11
153 30:54:55
28 3:18:33
6 9:38:13
17 5:02:54
3 0:03:18
36 17:34:09
82 38:58:12
6 2:18:42
0:15:57
4 0:22:23