HomeMy WebLinkAbout07-06-26 Council Meeting Packet
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.
CALL TO ORDER
Mayor Don Vanney
PLEDGE OF ALLEGIANCE
ROLL CALL
Mayor Don Vanney – Raelynn
APPROVAL OF THE AGENDA
Mayor Pro Tem Michele Blythe
INTRODUCTION OF SPECIAL GUESTS AND PRESENTATIONS
K-9 Oso Memorial Plaque Presentation
Mayor Don Vanney / Jonathan Ventura
PUBLIC COMMENT
For members of the public who wish to speak to the Council about any matter not on the Public Hearing
portion of the meeting. Please limit remarks to three minutes.
CONSENT AGENDA
Mayor Pro Tem Michele Blythe
1. Minutes of the June 15 and June 22, 2026 Council meetings ATTACHMENT A
2. Accounts Payable ATTACHMENT B
3. Interlocal Agreement for the Snohomish Regional Drug Task Force ATTACHMENT C
for 2026
4. Interlocal Agreement for the Allied Law Enforcement Response Team ATTACHMENT D
(ALERT) for 2026 Renewal
5. Acceptance of Washington State Office of Public Defense (OPD) FY27 ATTACHMENT E
Simple Possession Advocacy and Representation Program (SPAR) Grant
6. Medallion Inn and Suites Right of Way Dedication of Real Property for ATTACHMENT F
Public Right of Way Purposes
PUBLIC HEARING
None
EXECUTIVE SESSION
Review Collective Bargaining Agreement [RCW 42.30.140(4)]
Mayor Don Vanney / City Attorney Oskar Rey
Arlington City Council Meeting
Monday, July 6, 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.
NEW BUSINESS
1. Create a Six-Month Temporary Operation Specialist Position at the Airport ATTACHMENT G
Staff Presentation: Paul Ellis
Council Liaison: Mayor Pro Tem Michele Blythe
2. Acceptance of Stillaguamish Tribe (FY2023 and FY2024) Community ATTACHMENT H
Contribution Grant for Impacts from Angel of the Winds Casino
Staff Presentation: Jonathan Ventura
Council Liaison: Mayor Pro Tem Michele Blythe
3. Request for Waiver of Fees for FAA Arlington Municipal Airport ATTACHMENT I
Runway 34 Approach Lighting Project
Staff Presentation: Amy Rusko
Council Liaison: Rob Toyer
4. Second Amendment to the Professional Services Agreement with ATTACHMENT J
SAFEbuilt Washington, LLC for Building Plan Review and Inspection Services
Staff Presentation: Amy Rusko
Council Liaison: Leisha Nobach
5. Professional Services Agreement with SAFEbuilt Washington, LLC for ATTACHMENT K
Planning Review Services
Staff Presentation: Amy Rusko
Council Liaison: Leisha Nobach
COMMENTS FROM COUNCILMEMBERS
INFORMATION/ADMINISTRATOR & STAFF REPORTS
MAYOR’S REPORT
RECONVENE
ADJOURNMENT
Mayor Pro Tem Michele Blythe / Mayor Don Vanney
Draft
Page 1 of 4
Council Chambers 110 East 3rd Street Monday, June 15, 2026
Councilmembers Present: Heather Watland, Rob Toyer, Yvonne Gallardo-Van Ornam Michele Blythe, Nathan Senff, Tim Abrahamson, and Leisha Nobach.
Council Members Absent:
Staff Present: Mayor Don Vanney, Paul Ellis, Raelynn Jones, Jim Kelly, Shelby Burke, City Attorney Oskar Rey, Chelsea Brewer, Jonathan Ventura, Rory Bolter, Thad Newport, Amy Rusko, and Sarah Lopez.
Also Known to be Present: Kathy Vanney, Randy Nobach, Steve Maisch, Holly Sloan-Buchanan, North County Fire Chief Dave Kraski, and others. Mayor Don Vanney called the meeting to order at 6:00 p.m., and the Pledge of Allegiance and roll call followed. Mayor Don Vanney advised that the Public Comment section of the Agenda would be relocated to occur prior to the Consent Agenda approval section.
APPROVAL OF THE AGENDA Mayor Pro Tem Michele Blythe moved to approve the revised agenda as presented. Councilmember Nathan Senff seconded the motion, which passed with a unanimous vote.
INTRODUCTION OF SPECIAL GUESTS AND PRESENTATIONS Mayor Don Vanney recognized volunteers from the American Legion Post 76 and Boy Scout Troop 92 and presented the groups with a Mayor’s Volunteer award.
PUBLIC COMMENT Nicole Ng-A-Qui, Arlington, provided comment via online. Celene Brummel, Arlington, provided comment. Jay Lindberg, Arlington, provided comment. North County Regional Fire Chief Dave Kraski, Arlington, provided comment. Mary O’Farrell, Stanwood, provided comment.
CONSENT AGENDA Mayor Pro Tem Michele Blythe moved, and Councilmember Nathan Senff seconded the motion to approve the Consent Agenda that was unanimously carried: 1.Minutes of the June 1 and June 8, 2026 Council meetings.
Minutes of the Arlington
City Council Meeting
Minutes of the City of Arlington City Council Meeting June 15, 2026
Page 2 of 4
2.Accounts Payable: Approval of EFT/ACH Payments and Claims Checks #116099through #116167, dated May 19th, 2026, through June 1st, 2026, in the amount of$1,004,093.03. Approval of Payroll EFT Payments and Check #30500 through#30507, dated May 1st, 2026 through May 31st, 2026, in the amount of$1,587,740.253.Interlocal Agreement with Arlington School District No. 16 for School ResourceOfficer4.Acceptance of Washington State Criminal Justice Training Commission OfficerWellness Grant5.Ordinance Approving Amendment to Arlington Municipal Code Chapter 20.16Permits and Land Division6.Ordinance Approving Amendment to Arlington Municipal Code Chapter 20.40Permissible Uses7.Ordinance Approving Amendment to Arlington Municipal Code Chapter 20.110Mixed Use Development Regulations8. Airport On-Call Engineering Professional Services Agreement Contract Amendment
PUBLIC HEARING None.
NEW BUSINESS
Arlington-Marysville Interlocal Agreement for Project Cascade Development Services Engineering Manager Thad Newport presents the final version of the Arlington/Marysville Interlocal Agreement for Project Cascade. Project Cascade is a proposed development of an approximate 1.2+/- million sq. ft. warehouse/distribution type facility on contiguous parcels and crosses the city limits lines of Arlington and Marysville. Since the proposed development of a single building will be built across the city limits of Arlington and Marysville, an Interlocal Agreement between Arlington and Marysville will be necessary to address several issues of jurisdiction, permitting responsibilities and development standards together with other complimentary issues. The subject site(s) is located in the southeast corner of the city within the Cascade Industrial Center. Approximately 85-+% of the project will lie within the City of Arlington and the balance within the City of Marysville. The project target opening date is 2028. Discussion followed with Mr. Newport answering Council questions. Mayor Pro Tem Michele Blyth moved, and Councilmember Yvonne Gallardo-Van Ornam seconded the motion to approve the Interlocal Agreement (ILA) between Arlington and Marysville related to Project Cascade and Authorize the Mayor to sign the ILA. The motion passed unanimously.
Pickleball Court Project Change Order No. 2 Public Works Director Jim Kelly reviews the information relating to the request for Council to approved Change Order No. 2 for the Pickleball Court Project. Following the award of a $200,000.00 grant from Snohomish County, the City of Arlington completed and inhouse
Minutes of the City of Arlington City Council Meeting June 15, 2026
Page 3 of 4
design of five pickle ball courts to be constructed on property near Haller Middle School. The construction was publicly bid and awarded to the qualified low bidder, Reece Construction. Change Order #1 was issued for the project to include pedestrian curbing, safety handrail, and additional cleanouts on the storm system. This Change Order #2 will close-out this project and is needed for removal of one additional tree, extra excavation and drain rock due to design calculation error, and installation of additional topsoil and seed on Haller Middle School grounds surrounding the pickle ball court. Discussion followed with Mr. Kelly answering Council questions. Councilmember Heather Watland moved, and Councilmember Tim Abrahamson seconded the motion to approve Change Order No. 2 for the Pickleball Court project and
authorize the Mayor to sign it. The motion passed unanimously.
COMMENTS FROM COUNCILMEMBERS Mayor Pro Tem Michele Blythe requests City Staff to update animal welfare laws and ordinances to align with Washington State laws. She provided examples of animal welfare related instances that she would like to see clarified and updated in the Arlington Municipal Code. Councilmembers Yvonne Gallardo-Van Ornam, Nathan Senff, Rob Toyer, and Tim Abrahamson were also in support of the animal welfare directive and would like to discuss further at a future Council Workshop. City Administrator Paul Ellis indicated that City Staff will add this to their work plans and get a draft ready for Council to review. Councilmember Nathan Senff indicated that he would like to ensure that mobile food vendors within the city are obtaining the proper permits and licenses to operate legally. Councilmember Yvonne Gallardo-Van Ornam reminds the community to please keep animals safe during the heat of the summer season. In addition, she would like the community to pay attention to health codes in regard to lemonade stands and pop-up vendors.
ADMINISTRATOR & STAFF REPORTS None.
MAYOR’S REPORT Mayor Don Vanney attended the Arlington Car Show over the previous weekend and noted how well it was attended by the community.
EXECUTIVE SESSION None.
Minutes of the City of Arlington City Council Meeting June 15, 2026
Page 4 of 4
ADJOURNMENT With no further business to come before the Council, the meeting was adjourned at 6:33 p.m.
_____________________________________________________ Don E. Vanney, Mayor
DRAFT
Page 1 of 3
Council Chambers 110 East 3rd Street Monday, June 22, 2026
Councilmembers Present: Rob Toyer, Yvonne Gallardo-Van Ornam, Michele Blythe, Nathan Senff, Tim Abrahamson, and Leisha Nobach.
Council Members Absent: Heather Watland – Excused.
Staff Present: Mayor Don Vanney, Paul Ellis, Shelby Burke, Thad Newport, Jonathan Ventura, Rory Bolter, and Chelsea Brewer.
Also Known to be Present: Randy Nobach, Steven Maisch, Holly Sloan-Buchanan Mayor Don Vanney called the meeting to order at 6:00 pm, and the Pledge of Allegiance and roll call followed.
APPROVAL OF THE AGENDA Mayor Pro Tem Michele Blythe moved to approve the agenda as presented. Councilmember Tim Abrahamson seconded the motion, which passed with a unanimous vote.
INTRODUCTION OF SPECIAL GUESTS AND PRESENTATIONS None.
WORKSHOP ITEMS – NO ACTION WAS TAKEN
Interlocal Agreement for the Snohomish Regional Drug Task Force for 2026 Police Chief Jonathan Ventura explains the Interlocal Agreement for the Snohomish Regional Drug Task Force for 2026 is a renewal agreement. The term of the Interlocal is January 1, 2026-December 31, 2027, contingent upon local legislative appropriation of the necessary funds. The Interlocal Agreement allows participating jurisdictions to jointly coordinate selected law enforcement activities, resources, and functions to disrupt illegal drug trafficking systems and to remove drug traffickers through a cooperative program of investigation, prosecution, and asset forfeiture. The City has been a longtime participant in the Task Force. Discussion followed with Mr. Ventura answering Council questions.
Interlocal Agreement for the Allied Law Enforcement Response Team (ALERT) for
2026 Renewal Police Chief Jonathan Ventura explains the Interlocal Agreement for the Allied Law Enforcement Response Team (ALERT) is a renewal agreement for participating in 2026. The
Minutes of the Arlington
City Council Workshop
Minutes of the City of Arlington City Council Workshop June 22, 2026
Page 2 of 3
initial term of this Agreement shall be for one (1) year (the “Initial Term”), from the effective date of this Agreement and contingent upon local legislative appropriation of the necessary funds for this specific purpose in accordance with each party’s Charter and applicable law. The term of this Agreement may be extended for up to two (2) additional periods of five (5) years each (respectively, the “First Extended Term” and the “Second Extended Term”). Extension of the Agreement shall be automatic unless one of the parties provides written notice of termination as more fully described in Section 15 of this Agreement. The City has been a longtime participant in the Allied Law Enforcement Response Team (ALERT). Discussion followed with Mr. Ventura answering Council questions.
Acceptance of Washington State Office of Public Defense (OPD) FY27 Simple
Possession Advocacy and Representation Program (SPAR) Grant Police Chief Jonathan Ventura asks Council to authorize the acceptance of a WA State Office of Public Defense (ODP) FY27 SPAR Grant in the amount of $49,000.00 to for eligible public defense costs related to representation on simple drug possession or public use charges in courts of limited jurisdiction. This funding helps reimburse localities for public defense costs incurred in the representation of adults charged with misdemeanor drug possession or public use offenses. RCW 2.70.200 authorizes WA State OPD to reimburse localities for eligible public defense costs related to representation on simple drug possession or public use charges in courts of limited jurisdiction. Our Simple Possession Advocacy and Representation (SPAR) Program administers and disburses these funds. The legislature limited these funds to counties with a population of 500,000 or less, or to cities with a population of 200,000 or less. Discussion followed with Mr. Ventura answering Council questions.
Medallion Inn and Suites Right of Way Dedication of Real Property for Public Right of
Way Purposes Development Services Manager Thad Newport presents the information related to the dedication of a strip of real property for public Right of Way purposes, as described in Exhibit “A”. Dedication of real property for Right of Way purposes related to new development is typically dedicated through the Land Use process pursuant to 20.56.170 AMC. This dedication was a requirement of the Medallion Inn & Suites Binding Site Plan.
Financial Quarterly Report Finance Director Shelby Burke presented the May 2026 Quarterly Report for the Finance Department. Discussion followed with Ms. Burke answering Council questions.
ADMINISTRATOR AND STAFF REPORTS City Administrator Paul Ellis reminds Council that the next Council Meeting will be on July 6, 2026.
Minutes of the City of Arlington City Council Workshop June 22, 2026
Page 3 of 3
MAYOR’S REPORT Mayor Don Vanney indicates that he will be attending the AWC Conference in Wenatchee and provided Council with a brief synopsis of the topics of interest to be discussed at the conference.
COMMENTS FROM COUNCILMEMBERS/COUNCILMEMBER REPORTS Councilmember Nathan Senff acknowledges tribal members Nakita Strangeways and Ember Bennu for their creativity and dedication for the tribal artwork on 211th Street NE. In addition, he noticed an increase in young entrepreneurs attending the Farmer’s Market and indicated the first Father’s Day Cookoff was a success. Councilmember Yvonne Gallardo-Van Ornam provided a humorous antidote regarding ranch dressing and visitors attending the World Cup games. She also pointed out that there is a labrynth spiral pathway located in Legion Park that is often referred to as the Zen Garden. In addition, she commended Sarah Lopez and the Maintenance and Operations Department for organizing the event.
PUBLIC COMMENT Rob Berry, Arlington, provided comment. Mary O’Farrell, Stanwood, provided comment.
REVIEW OF CONSENT AGENDA ITEMS FOR NEXT MEETING Councilmembers discussed and agreed to put the following items on the Consent Agenda for the July 6, 2026 Council meeting: 1.Interlocal Agreement for the Snohomish Regional Drug Task Force for 20262.Interlocal Agreement for the Allied Law Enforcement Response Team(ALERT) for 2026 Renewal3.Acceptance of Washington State Office of Public Defense (OPD) FY27Simple Possession Advocacy and Representation Program (SPAR) Grant4.Medallion Inn and Suites Right of Way Dedication of Real Property for Public Rightof Way Purposes
EXECUTIVE SESSION None.
ADJOURNMENT With no further business to come before the Council, the meeting was adjourned at 6:45 p.m.
_________________________________________ Don E. Vanney, Mayor
City of Arlington Council Agenda Bill CA #2 Attachment
July 7, 2026 Accounts Payable Claims Approval
Claims Approval
Finance Department, Shelby Burke Finance; Director 360-403-3423 EXPENDITURES REQUESTED: 0 BUDGET CATEGORY: N/A BUDGETED AMOUNT: LEGAL REVIEW: DESCRIPTION:
ALTERNATIVES:
City of Arlington
July 6th, 2026 Council Meeting
Claims Certification:
We, the undersigned City Council of the City of Arlington, Washington, do hereby certify that
the merchandise or services hereinafter specified have been received and that:
Approval of EFT/ACH Payments and Claims Checks #116168 through #116278, dated June
2nd, 2026 through June 15th, 2026, in the amount of $1,866,394.85.
City of Arlington Council Agenda Bill Item: CA #3 Attachment C
July 7, 2026
Interlocal Agreement for the Snohomish Regional Drug Task Force for 2026
Draft Interlocal Agreement
Police Department; Jonathan Ventura, Chief 360-403-4621 EXPENDITURES REQUESTED: $6,185 BUDGET CATEGORY: General Fund - Police LEGAL REVIEW:
The attached Interlocal Agreement is a renewal agreement for participating in the Snohomish Regional Drug Task Force (SRDTF) for 2026. The term of the Interlocal is January 1, 2026-December 31, 2027, contingent upon local legislative appropriation of the necessary funds. The Interlocal Agreement allows participating jurisdictions to jointly coordinate selected law enforcement activities, resources, and functions to disrupt illegal drug trafficking systems and to remove drug traffickers through a cooperative program of investigation, prosecution, and asset forfeiture.
"I move to approve the Interlocal Agreement with the Snohomish Regional Drug Task Force and authorize the Mayor to sign it."
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ATTEST:
APPROVED AT THE DIRECTION OF THE PARTICIPATING JURISDICTION:
___________________________ Dated ______________________
Don E. Vanney, Mayor Jurisdiction of: City of Arlington
ATTEST:
________________________________ Dated __________________________
Raelynn Jones, City Clerk
APPROVED AS TO FORM:
________________________________ Dated ___________________________
Oskar Rey, City Attorney
City of Arlington
Council Agenda Bill
Item: CA #4 Attachment D COUNCIL MEETING DATE: July 7, 2026
Interlocal Agreement for the Allied Law Enforcement Response Team for 2026
Draft Interlocal Agreement
Police Department; Jonathan Ventura, 360-403-4621 EXPENDITURES REQUESTED: BUDGET CATEGORY: General Fund - Police LEGAL REVIEW:
The attached Interlocal Agreement is a renewal agreement for participating in the Allied Law Enforcement Response Team (ALERT) for 2026. The initial term of this Agreement shall be for one (1) year (the “Initial Term”), from the effective date of this Agreement and contingent upon local legislative appropriation of the necessary funds for this specific purpose in accordance with each party’s Charter and applicable law. The term of this Agreement may be extended for up to two (2) additional periods of five (5) years each (respectively, the “First Extended Term” and the “Second Extended Term”). Extension of the Agreement shall be automatic unless one of the parties provides written notice of termination as more fully described in Section 15 of this Agreement.
“I move to approve the Interlocal Agreement with the Allied Law Enforcement Response Team and authorize the Mayor to sign it.”
ALERT ILA 2026 Page 1 of 14
INTERLOCAL AGREEMENT FOR
ALLIED LAW ENFORCMENT RESPONSE TEAM (ALERT)
COOPERATION
This INTERLOCAL AGREEMENT FOR ALLIED LAW ENFORCMENT RESPONSE
TEAM (ALERT) COOPERATION, (this “Agreement”) is made and entered into as of this
day: ______________________________by and between SNOHOMISH COUNTY,
apolitical subdivision of the State of Washington (the County), the CITY OF EVERETT,
a Washington municipal corporation (Everett), the CITY OF ARLINGTON, a Washington
municipal corporation (Arlington), the CITY OF BOTHELL, a Washington municipal
corporation (Bothell), the CITY OF EDMONDS, a Washington municipal corporation
(Edmonds), the CITY OF LAKE STEVENS, a Washington municipal corporation (Lake
Stevens), the CITY OF LYNNWOOD, a Washington municipal corporation (Lynnwood),
the CITY OF MARYSVILLE, a Washington municipal corporation (Marysville), the
CITY OF MOUNTLAKE TERRACE, a Washington municipal corporation (Mountlake
Terrace), the CITY OF MUKILTEO, a Washington municipal corporation (Mukilteo).
RECITALS
A. The County and the Cities of Everett, Arlington, Bothell, Edmonds, Lake Stevens,
Lynnwood, Marysville, Mountlake Terrace, Mukilteo (hereinafter Municipalities) are
public agencies as defined by chapter 39.34 RCW and chapter 10.93 RCW, and are
authorized to entered into interlocal agreements to provide for joint or cooperative
actions to provide services and facilities in a manner and pursuant to forms of
governmental organization that will accord best with geographic, economic, population
and other factors influencing the needs and development of local communities; and
B. The County and the Municipalities recognize that incidents of a serious criminal nature
do occur in civil disturbance situations which require a specially trained and equipped
law enforcement response to effectively respond to the situation. These incidents create
demand on both the County and Municipal resources. The parties believe these
resources are economically served by forming a regional Allied Law Enforcement
Response Team (hereinafter ALERT).
C. Freedom of speech is a fundamental right guaranteed by the United States Constitution.
When exercised within the spirit and intent of the law, individuals are afforded the
opportunity to express opinions openly and without fear of reprisal from the
government.
D. All parties intend through this Agreement to combine any respective ALERT resources
to form a single regional ALERT. The regional ALERT shall be specially structured,
trained and equipped to respond to and resolve substantial civil disturbance activity in
both the listed Municipalities and the County.
E. The County and the Municipalities intend that a regional team facilitates increased
ALERT ILA 2026 Page 2 of 14
operational efficiencies and economies of scale by providing a mechanism for the
sharing of material, personnel, knowledge, equipment, and training, all as more fully
described by, and pursuant to the terms and conditions contained in, this Agreement.
AGREEMENT
NOW, THEREFORE, in consideration of the respective agreements set forth below
and for other good and valuable consideration, the receipt and sufficiency of which are
hereby acknowledged, the County and the Municipalities agree as follows:
1. TERM
1.1 Initial Term
The initial term of this Agreement shall be for one (1) year (the “Initial Term”), from the
effective date of this Agreement. As provided by RCW 39.34.040, this Agreement shall
not take effect unless and until it has: (i) been duly executed by the listed parties; and (ii)
either filed with the Snohomish County Auditor or posted on the County’s Interlocal
Agreements website. Provided, however, that all listed parties’ obligations after December
31, 2026, are contingent upon local legislative appropriation of the necessary funds for this
specific purpose in accordance with each party’s Charter and applicable law.
1.2 Extensions
The term of this Agreement may be extended for up to two (2) additional periods of five
(5) years each (respectively, the “First Extended Term” and the “Second Extended
Term”). Extension of the Agreement shall be automatic unless one of the parties provides
written notice of termination as more fully described in Section 15 of this Agreement.
2. ESTABLISHMENT OF ALERT
The ability to safely control, contain, and resolve civil disturbance incidents that require
the application of specialized equipment, training, and tactics, including but not limited to
community member protection, property protection, crowd control, riotous conduct, and
mass arrests, often strains the resources of the Municipalities and the County. Law
enforcement efforts directed at these civil disturbance incidents have, for the most part,
been conducted by law enforcement agencies working independently. A multi-
jurisdictional effort to respond to and resolve specific civil disturbance criminal incidents
is anticipated to result in more effective pooling of personnel, improved utilization of
County and Municipalities funds, reduced duplication of equipment, improved training,
development of specialized expertise, and increased utilization/application of a combined
special response team. This cooperation results in improved services for the community
members of all participating jurisdictions, increased safety for team members and the
community, and improved cost effectiveness. Therefore, the County and the Municipalities
hereby establish ALERT to effectively address the concerns described above.
ALERT ILA 2026 Page 3 of 14
3.ALERT STRUCTURE
The command cadre consists of the Team Commander and two Assistant Team
Commanders. The parties agree that during this initial period the Team Commander shall
be the current Edmonds PD Commander while the Assistant Team Commanders shall be
the current Everett PD Commander and the Bothell PD Commander. The parties further
agree that as these positions become vacant, the board shall select the Team Commander
and any additional Assistant Team Commanders.
ALERT members shall not include peripheral operators such as vehicle operators, K -9
officers, Public Information Officers, investigators, or intelligence officers that may or may
not respond to an ALERT call in a support function.
4.ALERT ADMINISTRATIVE OVERSIGHT
The ALERT Oversight Board shall consist of the Sheriff and participating Municipalities’
Chiefs of Police, or their designees. The Board shall have administrative oversight of
ALERT, approve changes to standard operating procedures and appoint command
personnel to ALERT. The Board may also approve the annual ALERT budget, provided
that each jurisdiction’s obligation under the ALERT budget is contingent upon local
legislative appropriation of necessary funds.
The Team Commander shall present a report annually to the ALERT Oversight Board that
outlines the prior year's training, missions, personnel changes, staffing, major equipment
acquisitions, and anticipated activity in the coming year.
All parties agree that personnel selection processes, training standards and requirements
will meet the standards outlined in the ALERT Standard Operating Procedure. Nothing in
this Agreement shall prohibit any agency from requiring additional agency-specific
qualification standards and/or training requirements beyond that required in the Standard
Operating Procedure.
5.TEAM COMMAND: ACTIVATION AND DEPLOYMENTS
A.Team Commander:
1.The Team Commander shall have overall operational responsibility and tactical
command during deployments.
2.The Team Commander shall provide oversight of tactical operations and shall
have the responsibility of validating and approving tactical plans and actions.
3.The Team Commander shall report to the Incident Commander when such is
designated.
B.Assistant Team Commander:
1.The Assistant Team Commander shall have responsibility for the deployment
of the Team and directing what Team personnel and assets will be required.
2.The Assistant Team Commander shall direct operations as approved by the
Team commander.
ALERT ILA 2026 Page 4 of 14
3.The Assistant Team Commander shall report to the Team Commander.
4.In the absence of the Team Commander, an Assistant Team Commander shall
assume the functions/responsibilities of the Team Commander.
5.In the absence of an Assistant Team Commander, a qualified Squad Leader
shall be designated by the Team Commander to perform as the Assistant Team
Commander, with the expectation that the designated Squad Leader cannot also
function as the Team Commander.
C.Nothing in this section shall prohibit or otherwise prevent any agency from sending
designated supervisory personnel to any deployment for the purpose of monitoring
and/or evaluating their agency's personnel, training, and or equipment. During a
deployment, operational command shall follow the ALERT Standard Operating
Procedures.
6.DEVELOPMENT AND REVIEW OF STANDARD OPERATING
PROCEDURES
A.The parties shall cooperatively develop a Standard Operating Procedure (SOP)
manual for ALERT.
B.This SOP shall be annually reviewed by the Team Commander and any changes
approved by the ALERT Oversight Board.
7.COST SHARING/BUDGET AND FINANCE
It is the intent of the parties that operational, training, and equipment costs of ALERT be
shared equitably among the parties. It is recognized that ALERT shall not exist as a single
budgeted entity in any agency’s budget. The ALERT Oversight Board shall be responsible
for determining the proper allocation between the parties of any shared costs/expenses
associated with ALERT.
8.COST REIMBURSEMENT
Any party that receives Equipment, as defined below, from another party pursuant to this
Agreement shall reimburse the party that provided the Equipment for the providing party’s
actual costs incurred in providing same. A party that supplies Equipment to another party
under this Agreement shall deliver to the party that received such Equipment a written
invoice detailing the actual costs incurred by the providing party in supplying the
Equipment at issue. The receiving party shall pay the providing party ’s invoice within
thirty (30) days of receiving same.
ALERT ILA 2026 Page 5 of 14
9.EQUIPMENT REQUIREMENTS, MAINTENANCE AND OPERATION
For purposes of this Agreement, the term “Equipment” shall refer to any materials, tools,
machinery, equipment, supplies, facilities, or other property used in performing one or
more ALERT activities.
9.1 Basic Requirements
All parties agree to issue/maintain individual equipment, uniforms, protective equipment,
and weapons as outlined in the Standard Operating Procedure. All parties agree to
supply/maintain necessary pooled team equipment as outlined in the Standard Operatin g
Procedure.
It is the intent of all parties not to restrict personnel operating under a joint agreement from
utilizing any equipment, gear or weapons owned by any party to this Agreement as required
by the Team Commander under the guidelines of the Standard Operating Procedure.
9.2 Care and Maintenance
A party receiving Equipment pursuant to this Agreement shall be responsible for the proper
care, use, maintenance and security of the Equipment from the time the receiving party
receives the Equipment until the Equipment is returned to the providing party. Should any
Equipment be returned to a providing party in a damaged or deteriorated condition (not
attributable to normal wear and tear during proper use), the party that returned the
Equipment in a damaged or deteriorated condition shall pay the party tha t provided the
Equipment the costs of repairing or replacing the Equipment at issue.
9.3 Use and Operation
The parties agree that equipment provided under this Agreement shall only be used by
personnel qualified in its use through appropriate training and/or supervision.
10.INDEPENDENT CAPACITY
The employees or agents of each party who are engaged in the performance of this
Agreement shall continue to be employees or agents of that party and shall not be
considered for any purpose to be employees or agents of any other party.
11.COVENANT TO COOPERATE
The County and the Municipalities hereby covenant to the other parties to this Agreement
that it shall use good faith efforts to cooperate with the other parties in implementing the
intent and furthering the goals of this Agreement.
12.COMPLIANCE WITH LAWS
The County and the Municipalities shall at all times exercise their rights and perform their
respective obligations under this Agreement in full compliance with all applicable laws,
ordinances, rules and regulations of any public authority having jurisdiction.
ALERT ILA 2026 Page 6 of 14
13.INTERLOCAL COOPERATION ACT (Chapter 39.34 RCW)
The purpose of this Agreement is to establish and maintain a multi -jurisdictional
cooperative ALERT to effectively respond to civil disturbance incidents. The parties agree
that no separate legal or administrative entities are necessary to carry out this A greement.
Except as expressly provided to the contrary in this Agreement, any real or personal
property used or acquired by any party in connection with the performance of this
Agreement shall remain the sole property of such party, and no other party shall have any
interest therein.
14.INDEMNIFICATION
Each party to this Agreement shall indemnify, defend and hold every other party and its
agents, employees and contractors harmless from and against any and all costs, liabilities,
suits, losses, damages, claims, expenses, penalties or charges, including, w ithout limitation,
reasonable attorneys’ fees and disbursements, that the other party may incur or pay out by
reason of: (i) any accidents, damages or injuries to persons or property occurring during
the term of this Agreement, but only to the extent the same are caused by any negligent or
wrongful act of the indemnifying party; or (ii) any breach or Default (as such term is
defined in Section 16.1 below) of the indemnifying party under this Agreement. The
provisions of this Section 13 shall survive the expiration or earlier termination of this
Agreement.
15.NOTIFICATION OF CLAIMS AND LAWSUITS
In the event that claims or a lawsuit are brought against the County and/or the
Municipalities and/or their officers or employees for actions arising out of their conduct in
support of ALERT operations, it shall be the duty of either the County or the Municipalities
to notify the other parties that said claims or lawsuit have been initiated.
16.TERMINATION OR WITHDRAWAL OF A PARTY
16.1 Any party may withdraw from and terminate participation under this
Agreement upon the giving of thirty (30) calendar days advance written notice of intent to
withdraw/terminate to the other Parties herein. Withdrawal during any calendar year shall
not entitle the withdrawing Party to a reduction or refund with respect to funds budgeted
for or otherwise committed with respect to the withdrawing Party for any calendar year.
Termination of this Agreement and/or withdrawal of a Party shall not terminate Section 13
hereof with respect to the withdrawing Party as to any incident arising prior to the
withdrawal of the Party and Section 13 shall survive the termination of this Agreement
with respect to any cause of action, claim or liability arising on or prior to the date of
termination.
16.2 A majority of the parties may terminate this Agreement at any time.
Such termination shall be set forth in a document signed by the authorized Chief Executive
Officer or designee of a majority of the parties.
ALERT ILA 2026 Page 7 of 14
16.3 Upon termination of this Agreement by a majority of the parties,
property used and/or in the possession of ALERT pursuant to the terms and conditions of
this Agreement shall belong to and shall be returned to the party that provided or paid for
such items. Items that were jointly purchased by the County and the Municipalities will be
distributed between the p arties on a basis agreed to in writing by the Sheriff and Chiefs of
Police, or their designees.
16.4 In the event that a party withdraws from and terminates participation
under this Agreement in accordance with Section 1 5.1, property that was paid for and/or
provided by that party and was used and/or in the possession of ALERT pursuant to the
terms and conditions of this Agreement shall belong to and shall be returned to the
withdrawing/terminating party. Items that were jointly purchased by the County and the
Municipalities will continue to remain with and be available for use by ALERT until such
time that this Agreement is terminated in its entirety.
17.DEFAULT AND REMEDIES
17.1 Default
If any party to this Agreement fails to perform any act or obligation required to be
performed by it hereunder, the party or parties to whom such performance was due shall
deliver written notice of such failure to the nonperforming party. The nonperforming party
shall have thirty (30) days after its receipt of such notice in which to correct its failure to
perform the act or obligation at issue, after which time it shall be in default (“Default”)
under this Agreement; provided, however, that if the nonperformance is of a type that could
not reasonably be cured within said thirty (30) day period, then the nonperforming party
shall not be in Default if it commences cure within said thirty (30) day period and thereafter
diligently pursues cure to completion.
17.2 Remedies; Attorneys’ Fees
In the event of a party’s Default under this Agreement, then after giving notice and an
opportunity to cure pursuant to Section 16.1 above, the party or parties to whom the
performance was due shall have the right to exercise any or all rights and remedies
available to it at law or in equity. In any action between any of the parties hereto seeking
the enforcement of any of the terms or provisions of this Agreement, the prevailing party
or parties in such action shall be awarded, in addition to damages, inju nctive or other relief,
their reasonable costs and expenses, including, without limitation, reasonable attorneys ’
fees.
18.RECORDS
Each Municipality and County shall be responsible for retaining and producing the records
it creates, owns, or uses, in accordance with applicable public records and retention laws
and regulations. Nothing in this section is intended to require a party to collect or produce
records that are not prepared, owned, used, or retained by that agency as defined by the
Public Records Act (Chapter 42.56 RCW).
All records possessed related to the performance of this Agreement shall be available for
ALERT ILA 2026 Page 8 of 14
full inspection and copying by any party. Records maintenance and retention shall be in
accordance with Washington State records retention schedules.
19.NOTICES
Each notice, demand, request, consent, approval, disapproval, designation or other
communication that is permitted or required to be given by one party to another party under
this Agreement shall be in writing and shall be given or made or communicated by : (i)
United States registered or certified mail, postage prepaid, return receipt requested ; (ii) any
nationally recognized overnight carrier or express mail service (such as FedEx or DHL)
that provides receipts to indicate delivery; (iii) by personal delivery; or (iv) by facsimile
(with proof of successful transmission). All such communications shall be addressed to the
appropriate Administrator of this Agreement as follows:
Mayor Don Vanney Chief Ken Seuberlich
City of Arlington Bothell Police Department
238 North Olympic Avenue 18410 101st Avenue NE
Arlington, WA 98223 Bothell, WA 98011
360-403-3421 425-486-1245
donv@arlingtonwa.gov ken.seuberlich@bothellwa.gov
Chief Loi Dawkins Chief Robert Goetz
Edmonds Police Department Everett Police Department
205 5th Ave N. 3002 Wetmore Ave
Edmonds, WA 98020 Everett, WA 98201
425-771-0200 425-257-8400
Loi.Dawkins@edmondswa.gov Rgoetz@everettwa.gov
Chief Jeffrey Beazizo Chief Cole Langdon
Lake Stevens Police Department Lynnwood Police Department
1825 S Lake Stevens Rd 19321 44th Ave W
Lake Stevens, WA 98258 Lynnwood, WA 98036
425-622-9401 425-670-5600
jbeazizo@lakestevenswa.gov clangdon@lynnwoodwa.gov
Chief Erik Scairpon Chief Pete Caw
Marysville Police Department Mountlake Terrace Police Department
1635 Grove Street 5308 228th Street SW
Marysville, WA 98270 Mountlake Terrace, WA 98043
360-363-8300 425-776-9173
escairpon@marysvillewa.gov pcaw@ci.mlt.wa.us
Chief Andy Illyn Sheriff Susanna Johnson
Mukilteo Police Department Snohomish County Sheriff’s Office
1005 47th Place West 3000 Rockefeller Ave
Mukilteo, WA 98275 Everett, WA 98201
425-263-8100 425-388-3393
AIllyn@mukilteowa.gov susanna.johnson@snoco.org
ALERT ILA 2026 Page 9 of 14
Any party hereto may, by reasonable notice to the other parties, designate such other
address, or facsimile telephone number for the giving of notices as deemed necessary. All
notices shall be deemed given on the day each such notice is personally delivere d,
transmitted by facsimile (with evidence of receipt), or delivered by overnight courier
service, or on the third business day following the day such notice is mailed if mailed in
accordance with this Section.
20.ADDITIONAL PARTIES
Additional governmental entities, including, but not limited to, other municipal
corporations and/or counties, may, in the future, elect to participate in ALERT established
by this Agreement by executing an amendment to this Agreement, substantially in the form
attached hereto as Exhibit A. In order to become effective, each such amendment must be
executed not only by the party desiring to begin participation in the ALERT, but also by
all current parties to this Agreement, and the amendment must then be recorded with the
Snohomish County Auditor.
21.MISCELLANEOUS
21.1 Entire Agreement
This Agreement constitutes the entire agreement between the parties regarding the subject
matter hereof and supersedes any and all prior oral or written agreements between the
parties regarding the subject matter contained herein. This Agreement may not be modified
or amended in any manner except by a written document signed by the party against whom
such modification is sought to be enforced.
21.2 Governing Law and Venue
This Agreement shall be governed by and enforced in accordance with the laws of the State
of Washington. The venue of any action arising out of this Agreement shall be in the
Superior Court of the State of Washington, in and for Snohomish County.
21.3 Interpretation
This Agreement and each of the terms and provisions of it are deemed to have been
explicitly negotiated by the parties, and the language in all parts of this Agreement shall,
in all cases, be construed according to its fair meaning and not strictly for or against any of
the parties hereto. The captions and headings in this Agreement are used only for
convenience and are not intended to affect the interpretation of the provisions of this
Agreement. This Agreement shall be construed so that wherever applicabl e the use of the
singular number shall include the plural number, and vice versa, and the use of any gender
shall be applicable to all genders.
ALERT ILA 2026 Page 10 of 14
21.4 Severability
If any provision of this Agreement or the application thereof to any person or circumstance
shall, for any reason and to any extent, be found invalid or unenforceable, the remainder of
this Agreement and the application of that provision to other persons o r circumstances shall
not be affected thereby, but shall instead continue in full force and effect, to the extent
permitted by law.
21.5 No Waiver
A party’s forbearance or delay in exercising any right or remedy with respect to a Default
by another party under this Agreement shall not constitute a waiver of the Default at issue.
Nor shall a waiver by a party of any particular Default constitute a waiver of any other
Default or any similar future Default.
21.6 Assignment
This Agreement shall not be assigned, either in whole or in part, by any party without the
express written consent of the other parties, which may be granted or withheld in each
party’s sole discretion. Any attempt to assign this Agreement in violation of the preceding
sentence shall be null and void and shall constitute a Default under this Agreement.
21.7 Warranty of Authority
Each of the signatories hereto warrants and represents that they are competent and
authorized to enter into this Agreement on behalf of the party for whom they purport to
sign this Agreement.
21.8 No Joint Venture
Nothing contained in this Agreement shall be construed as creating any type or manner of
partnership, joint venture or other joint enterprise between the parties.
21.9 Execution in Counterparts
This Agreement may be executed in multiple counterparts, each of which shall constitute
an original and all of which shall constitute one and the same agreement.
Signatures on following page
ALERT ILA 2026 Page 11 of 14
IN WITNESS WHEREOF the parties hereto have executed this Agreement as of
the date first above written.
Chief Ken SeuberlichMayor Don E. Vanney City of
Arlington Bothell Police Department
Chief Loi Dawkins Chief Robert Goetz
Edmonds Police Department Everett Police Department
Chief Jeffrey Beazizo Chief Cole Langdon
Lake Stevens Police Department Lynnwood Police Department
Chief Erik Scairpon Chief Pete Caw
Marysville Police Department Mountlake Terrace Police Department
Chief Andy Illyn Sheriff Susanna Johnson
Mukilteo Police Department Snohomish County Sheriff’s Office
ALERT ILA 2026 Page 12 of 14
EXHIBIT A
Amendment Adding an Additional Party
[FIRST] AMENDMENT TO INTERLOCAL AGREEMENT FOR ALLIED
LAW ENFORCEMENT RESPONSE TEAM (ALERT) COOPERATION
THIS [FIRST] AMENDMENT TO INTERLOCAL AGREEMENT FOR ALLIED LAW
ENFORCMENT RESPONSE TEAM (ALERT) AND COOPERATION (“First
Amendment”) is entered into as of this _____ day of ____________________20 ____
(the “Effective Date”), by and among SNOHOMISH COUNTY, a political subdivision of
the State of Washington (the “County”), the CITY OF EVERETT, a Washington
municipal corporation (Everett), the CITY OF ARLINGTON, a Washington municipal
corporation (Arlington), the CITY OF BOTHELL, a Washington municipal corporation
(Bothell), the CITY OF EDMONDS, a Washington municipal corporation (Edmonds), the
CITY OF LAKE STEVENS, a Washington municipal corporation (Lake Stevens), the
CITY OF LYNNWOOD, a Washington municipal corporation (Lynnwood), the CITY
OF MARYSVILLE, a Washington municipal corporation (Marysville), the CITY OF
MOUNTLAKE TERRACE, a Washington municipal corporation (Mountlake Terrace),
the CITY OF MUKILTEO, a Washington municipal corporation (Mukilteo), and
[INSERT NAME], a Washington municipal corporation (collectively, the
“Municipalities”).
WHEREAS, the County and the Municipalities are public agencies as defined by
chapter 39.34 RCW and chapter 10.93 RCW, and are authorized to entered into
interlocal agreements to provide for joint or cooperative actions to provide services and
facilities in a manner and pursuant to forms of governmental organization that will
accord best with geographic, economic, population and other factors influencing the
needs and development of local communities; and
WHEREAS, incidents of a serious criminal nature do occur in civil disturbance
situations which require a specially trained and equipped law enforcement response to
effectively respond to the situation. These incidents create demand on both the County
and Municipal resources which are better and more economically served by forming a
regional Allied Law Enforcement Response Team (hereinafter ALERT); and
WHEREAS, in ____________ of 20__, the County and the Cities of Everett, Arlington,
Bothell, Edmonds, Lake Stevens, Lynnwood, Marysville, Mountlake Terrace, Mukilteo
entered into the Interlocal Agreement for Allied Law Enforcement Response Team
(ALERT) Cooperation (“Interlocal Agreement”) for the purpose of creating ALERT and
establishing the respective parties’ rights, duties and obligations regarding ALERT; and
WHEREAS, the parties to the Interlocal Agreement wish to add [INSERT NAME] to
the Interlocal Agreement through the execution of this [First] Amendment to the
Interlocal Agreement;
ALERT ILA 2026 Page 13 of 14
NOW, THEREFORE, in consideration of the mutual promises of the parties and for
other good and valuable consideration, the receipt and sufficiency of which are hereby
acknowledged, the County and the Municipalities agree as follows:
1.ADDITION OF PARTY TO THE AGREEMENT
[INSERT NAME] is hereby added as a party to the Agreement, effective as of the date of
this Addendum. All references in the Agreement to the term s “Municipality ” and
“Municipalities” shall henceforth be deemed to include [INSERT NAME]. All terms and
conditions of the Agreement applicable to the Municipalities shall now also apply to
[INSERT NAME].
2.RATIFICATION
Except as expressly modified by this [First] Amendment, the Interlocal Agreement shall
remain in force and effect in accordance with its terms and is hereby ratified and affirmed.
3.EXECUTION IN COUNTERPARTS
This [First] Amendment may be executed in counterparts, each of which shall be an
original and all of which shall together constitute one and the same instrument.
4.FILING
As provided by RCW 39.34.040, this [First] Amendment shall be filed prior to its entry in force
with the Snohomish County Auditor, or, alternatively, listed by subject on the website of each
party.
Signatures on following page
ALERT ILA 2026 Page 14 of 14
IN WITNESS WHEREOF the parties hereto have executed this [First] Amendment as of
the date first above written.
Chief Ken SeuberlichMayor Don E. Vanney
City of Arlington Bothell Police Department
Chief Loi Dawkins Chief Robert Goetz
Edmonds Police Department Everett Police Department
Chief Jeffrey Beazizo Chief Cole Langdon
Lake Stevens Police Department Lynnwood Police Department
Chief Erik Scairpon Chief Pete Caw
Marysville Police Department Mountlake Terrace Police Department
ndy Illyn
Snohomish County Sheriff’s Office
[Signer]
[AGENCY ADDED]
[Notice Address]
[Notice Address]
[Phone]
[Email]
City of Arlington Council Agenda Bill CA #5 Attachment
July 7, 2026 Acceptance of Washington State Office of Public Defense (OPD) FY27 Simple Possession Advocacy and
Grant Award Letter/Email
Police Department; Jonathan Ventura, Chief 360-403-4621 EXPENDITURES REQUESTED: $49,000 BUDGET CATEGORY: BUDGETED AMOUNT: $0 LEGAL REVIEW: DESCRIPTION: Grant in the amount of $49,000.00 to for eligible public defense costs related to representation on simple drug possession or public use charges in courts of limited jurisdiction. This funding helps reimburse localities for public defense costs incurred in the representation of adults charged with
RCW 2.70.200 authorizes WA State OPD to reimburse localities for eligible public defense costs related to representation on simple drug possession or public use charges in courts of limited jurisdiction. Our Simple Possession Advocacy and Representation (SPAR) Program administers and disburses these funds. The legislature limited these funds to counties with a population of 500,000 or less, or to cities with a ALTERNATIVES:
Possession Advocacy and Representation Program Grant and subsequent budget amendment in the amount of $49,000 and authorize the Mayor to sign it.
City of Arlington Council Agenda Bill CA #5 Attachment
City of Arlington Council Agenda Bill CA #6 Attachment
COUNCIL MEETING DATE: July 7, 2026 SUBJECT: Medallion Inn and Suites Right of Way Dedication of Real Property for Public Right of Way Purposes ATTACHMENTS: Legal Description with Exhibit Map, Illustrative Map DEPARTMENT OF ORIGIN Community & Economic Development; Thad Newport, Development Services Engineering Manager EXPENDITURES REQUESTED: None BUDGET CATEGORY: BUDGETED AMOUNT: N/A LEGAL REVIEW: DESCRIPTION:
HISTORY:
Medallion Inn & Suites Binding Site Plan.
ALTERNATIVES: Deny, Remand back to staff for additional information.
I move to accept the dedication of the described real property for Public Right of Way purposes as described in the dedication documents for the Medallion Inn and Suites.
EXHIBIT A
RIGHT OF WAY DEDICATION
THE EASTERLY 20 FEET OF LOT 2, SHORT PLAT NO. SP213 (8-75) RECORDED UNDER
RECORDING NUMBER 2405159, BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION
29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., RECORDS OF SNOHOMISH COUNTY,
WASHINGTON.
CONTAINING AN APPROXIMATE AREA OF 713 SQUARE FEET.
5/
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GRANTOR
LOT 2, SHORT PLAT NO. SP213
(8-75), AF# 2405159
LOT 1, BLA
95-102589
LOT 2, SP #00-019-SP,
AF# 20009065003
35
.
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EX 30' R/W
50' R/W
40' R/W
20' RIGHT-OF-WAY
DEDICATION
TO CITY OF ARLINGTON ±713 SF
35
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S88°51'23"W
N88°51'23"E
530.02'
184.73' 20.02'
20.02'
S88°51'23"W
N88°51'23"E
530.02'
184.73'
20'
30.02'
S88°51'23"W
FND MON IN CSE.1-1/2"
BRASS DISK W/ PUN.
DWN. -0.50'
29 28
NE1/4 SEC 29
FND MON IN CSE. 2"
BRASS DISK W/ PUN.
DWN. -0.4
20 21
29 28N
10'0
A LL L S
RIGHT OF WAY DEDICATION
1" = 20'
20'
A LL L S
1901 Vernon Rd Lake Stevens, WA 98258
www.alllandsurveying.com II (360) 568-4031 II Info@AllLandSurveying.com
1" = 20'1 1
05-11-2026KAW 24018
JWW
REFERENCE: MEDALLION INN AND SUITES B.S.P.
CITY OF ARLINGTON PFN. PJ25-0141
5/
1
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6
City of Arlington Council Agenda Bill NB #1 Attachment
COUNCIL MEETING DATE: July 6, 2026 SUBJECT: Create a Six-Month Temporary Operation Specialist Position at the Airport ATTACHMENTS: None DEPARTMENT OF ORIGIN Executive; Paul Ellis, City Administrator EXPENDITURES REQUESTED: $60,600.00 BUDGET CATEGORY: Airport Operations BUDGETED AMOUNT: None LEGAL REVIEW: DESCRIPTION: This is a request to create a temporary Operation Specialist position at the Airport for a period of six consecutive months. This position will allow coverage for some essential duties while training new staff members.
HISTORY: The airport has some unforeseen turnover in staffing and is training two new staff members. The creation of a temporary position will aid in training new staff and to keep current on essential functions at the Airport. ALTERNATIVES:
RECOMMENDED MOTION: “I move to approve the addition of a six-month temporary Operation Specialist position at the airport.”
City of Arlington Council Agenda Bill Item: NB #2 Attachment H COUNCIL MEETING DATE: July 6, 2026 SUBJECT: Acceptance of Stillaguamish Tribe (FY2023 and FY2024) Community Contribution Grant for Impacts from Angel of the Winds Casino. ATTACHMENTS: Grant Award Letter/Email DEPARTMENT OF ORIGIN Police Department; Jonathan Ventura, Chief 360-403-4621 EXPENDITURES REQUESTED: $79,000 BUDGET CATEGORY: General Fund / Grants BUDGETED AMOUNT: $0 LEGAL REVIEW: DESCRIPTION: Council has been asked to authorize the acceptance of the Community Contribution Grant for Impacts from Stillaguamish Tribe Angel of the Winds Casino. The grant is for $79,000 to purchase new unmanned aerial systems (UAS) and rifle rated ballistic shields. Acceptance of this grant will require an end-of-year budget adjustment. HISTORY: The City’s Police Department applied for the Community Contribution Grant through the Stillaguamish Tribe in March 2026 and was notified of the award in June 2026. Grant funds will be used to acquire state-of-the-art equipment, provide training for department personnel, and establish the infrastructure needed to ensure the equipment operates efficiently and effectively. This award reflects the strong partnership between our department and the communities we serve and exemplifies the spirit of collaboration. The positive impact of the Tribe’s generosity will be felt not only within the Arlington Police Department, but throughout our shared community, which will benefit from the enhanced capabilities of our agency. ALTERNATIVES: Remand to staff for additional information.
RECOMMENDED MOTION: “I move to approve the Acceptance of Stillaguamish Tribe’s Community Contribution Grant and subsequent budget amendment in the amount of $79,000 and authorize the Mayor to sign it.”
City of Arlington Council Agenda Bill NB #3 Attachment
COUNCIL MEETING DATE: July 6, 2026 SUBJECT: Request for Waiver of Fees for FAA Arlington Municipal Airport Runway 34 Approach Lighting Project ATTACHMENTS: Fee Waiver Form and Building Permit Information DEPARTMENT OF ORIGIN Community & Economic Development; Amy Rusko, Director EXPENDITURES REQUESTED: None BUDGET CATEGORY: BUDGETED AMOUNT: N/A LEGAL REVIEW: DESCRIPTION:
Replacement of Runway 34 Medium Intensity Approach Lighting System (MALS) with MALS with Flashers (MALSF) Project. The project is funded by the Federal Government, which is requesting that fees are waived per the Supremacy Clause of Article VI, Clause 2 of the US Constitution. The Building Permit Fee is $15,790.32 for plan review, permit fee, and processing technology fee. The State Surcharge Fee is not exempt and will be charged. HISTORY:
ALTERNATIVES: Do not authorize the waiver.
“I move to authorize the Mayor to waive the building permit fees and sign the Permit Fee Waiver Form for the FAA Arlington Municipal Airport Runway 34 Approach Lighting Project .”
City of Arlington
18204 59th Avenue NE, Arlington,
Washington 98223
Phone: 360-403-3551
INVOICE
Invoice Number: 26-0600
Invoice Date: June 12, 2026
Account Number: 3256267267
Bill To:
Greater Southwest Constructors, inc.
1756 Ranger Hwy
Weatherford, TX 76088
Invoice Questions?
Phone: 360-403-3551
Email: ced@arlingtonwa.gov
Invoice Due Date: June 12, 2026
Record Number: Permit A26-0319
Parcel Number: 00448200002301
Location: 18204 59TH AVE NE (Bldg #-4961)
Date Description Paid Date Amount Paid Balance
May 18, 2026 Processing/Technology (320.341.43.00.02) $25.00
May 18, 2026 Building Permit (006.322.10.00.01) $9,554.74
May 18, 2026 Building Plan Review (006.345.83.00.02) $6,210.58
TOTAL: Permit Fees $15,790.32 $15,790.32
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
---------------------------------------------------------
REMITTANCE INFORMATION
If you are paying by check, please include this portion with your payment and remit to the address listed on this invoice.
Remittance Information
Your payment is due by June 12, 2026
Invoice
Number
Account
Number
Total Due
This Invoice
26-0600 3256267267 $15,790.32
Greater Southwest Constructors, inc.
1756 Ranger Hwy
Weatherford, TX 76088
18204 59th Avenue NE
Arlington, Washington 98223
Phone: 360-403-3551
Commercial - Miscellaneous Permit
Parcel: 00448200002301
Permit Address: 18204 59TH AVE NE (Bldg
#-4961)
Description of Work: Replace existing MALSR
system with a MALSF system for Arlington
Municipal Airport.
Valuation: $1200000
Code Year : 2021
Permit #: 26-0319
Date Issued: June 15, 2026
PERMIT EXPIRES 180 DAYS
AFTER DATE OF ISSUANCE.
OWNER
APPLICANT
CONTRACTOR
CITY OF ARLINGTON (AIRPORT)
18204 59TH DR NE ARLINGTON, WA, 98223
360-403-3550
arusko@arlingtonwa.gov
Greater Southwest Constructors, inc.
1756 Ranger Hwy, Weatherford, TX 76088
817-771-9563
kolivarez@gswconst.com
registration_number :
PERMIT APPROVAL
The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this
Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance
advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to
allow construction activity during any period of time when such construction is prohibited or restricted by any state or
federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not
authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a
structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or
executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of
the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in
error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation
or order, state or federal law, or any order, proclamation, guidance or decision of the Governor.
It is unlawful to use or occupy a building or structure until a final inspection has been made and approval or a
Certificate of Occupancy has been granted. This permit authorizes only the work noted and covers work to be done on
private property only. Any construction on public domain (curbs, sidewalks, driveways, marquees, etc.) will require a
separate permit. The property owner shall ensure that the construction project complies with all applicable zoning
codes and regulations.
The property owner shall also ensure that the construction project does not cause any adverse impact on the
surrounding environment or community. The property owner shall be responsible for obtaining all necessary permits
and approvals from the relevant authorities before commencing construction. The property owner shall ensure that the
construction project complies with all applicable design review requirements.
CONDITIONS
1.)Fence height limit is 6' with barbwire above per AMC 20.48.100. All new fencing shall be black vinyl coated.
2.)Adhere to the approved plans.
3.)Inspections are required. Call for inspections.
INSPECTIONS
Inspection Line: 360-403-3417 Call for inspections by 3:30 pm for next day inspection. Please allow 48 hours for Fire
Inspections. Please provide the following information when leaving a message: Permit Number, Type of Inspection, and
provide preference of morning or afternoon inspection.
Inspection Portal: Please login to customer portal and submit for the desired inspection type for the permit.
ASSOCIATED FEES
Date Description Paid Date Amount Paid Balance
May 18, 2026 Processing/Technology (320.341.43.00.02) $25.00
May 18, 2026 Building Permit (006.322.10.00.01) $9,554.74
May 18, 2026 Building Plan Review (006.345.83.00.02) $6,210.58
June 5, 2026 State Surcharge - Commercial (633.386.00.01.00) $25.00
TOTAL: Permit Fees $15,815.32 $15,815.32
Credit/Debit Card 773 Payment Successful June 15, 2026 $25.00 $15,790.32
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
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8 1234567
DATE
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REVIEWED BY
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-G001JMS
JMS
MALSF
RUNWAY 34
COVER SHEET
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
ATO WESTERN SERVICE AREA
ENGINEERING SERVICES ORGANIZATION
NAVAIDS ENGINEERING CENTER - SEATTLE
ARLINGTON MUNICIPAL AIRPORT
ARLINGTON, WA
REPLACEMENT OF RUNWAY 34 MEDIUM INTENSITY
APPROACH LIGHTING SYSTEM (MALS) WITH MALSF
(MALS WITH FLASHERS)
ISSUED FOR BID
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
ARLINGTON
AWO-D-MALSF34-G002JL
JL
MALSF
RUNWAY 34
ABBREVIATIONS, SYMBOLS, & INDEX
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ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
ABBREVIATIONS SYMBOLS
NO.TYPE RUNWAYDESCRIPTION
RUNWAY 34 DRAWING LIST
- SECTION, ELEVATION, DETAIL
- SECTION, ELEVATION, DETAIL
- GROUND
- DWG NO. WHERE SECTION/ELEV. OR
DETAIL IS SHOWN
- SHEET NO. WHERE SECTION/ELEV. OR
DETAIL IS SHOWN (THIS SERIES)
- CONNECT
- GROUND ROD
- FUSE
- DISCONNECT
- TRANSFORMER (PAD MOUNTED)
- TRANSFORMER (GENERAL)
DRAWING NO
TWO CONDUCTORSSINGLE CONDUCTORAIR TO GROUNDAMERICAN WIRE GAUGEBARE COPPERCONDUITCOMMUNICATIONCONTROLDIRECT EARTH BURIALDETAILDIAMETERDISCONNECTDISTRIBUTIONDRAWINGEARTH ELECTRODE SYSTEMELECTRICAL METALLIC TUBINGEDGE OF PAVEMENTEDGE OF GRAVELEXISTINGFEDERAL AVIATION ADMINISTRATIONFEDERALGROUNDING ELECTRODE CONDUCTORGOVERNMENT FURNISHED MATERIALGOVERNMENT FURNISHED PROPERTYGROUND TO GROUNDGROUNDGALVANIZED RIGID STEEL CONDUIT (SAME AS GRMC)GALVANIZED RIGID METAL CONDUIT (SAME AS GRC)GREENGUARD WIREHEAVY DUTYHAND HOLEINDIVIDUAL CONTROL CABINETINTERFACE UNITJUNCTION BOXLIQUID TIGHT FLEXIBLE METALLIC CONDUITLIGHT HOUSING ASSEMBLYLOCALIZERMEDIUM INTENSITY APPROACH LIGHTING SYSTEMW/ RAILMAXIMUMMANHOLEMINIMUMNEUTRALNOT TO SCALEOBJECT FREE AREAOBSTACLE FREE ZONEPOWER AND CONTROL (CABINET OR STATION)PRECISION APPROACH PATH INDICATORPANELPOWER COMPANYPOLYVINYL CHLORIDERESIDENT ENGINEERRUNWAY END IDENTIFIER LIGHTSRIGID GALVANIZED STEEL CONDUITRUNWAY POINT OF INTERCEPTRUNWAY REFERENCE POINT(PAPI)RUNWAY SAFETY AREARUNWAYSHEETSURGE PROTECTION DEVICESYSTEM SUPPORT CENTERTHRESHOLD CROSSING HEIGHTTHRESHOLDTOP OF CONCRETETAXIWAY OBJECT FREE AREATAXIWAY SAFETY AREATAXIWAYTYPICALUNLESS OTHERWISE NOTEDVOLTSVERTICAL APPROACH SLOPE INDICATORWITHWITHOUTTRANSFORMER
2/C1/CA/GAWGB.C.CCOMMCTRLD.E.B.DETDIADISCDISTDWGEESEMTEOPEOGEXISTFAAFEDG/E/CGFMGFPG/GGNDGRCGRMCGRNGWHDHHICCIFUJ-BOXLFMCLHALOCMALSR
MAXMHMINNEUTNTSOFAOFZP/CPAPIPNLPOCOPVCR.E.REILRGSCRPIRRPRSARWYSHSPDSSCTCHTHRTOCTOFATSATWYTYPU.O.N.VVASIW/W/OXFMR
GENERAL
GENERAL
GENERAL
GENERAL
GENERAL
GENERAL
GENERAL
GENERAL
DEMOLITION
DEMOLITION
ARCHITECTURE
ARCHITECTURE
LAYOUT
LAYOUT
LAYOUT
LAYOUT
LAYOUT
LAYOUT
MALSF DETAILS
LIR DETAILS
LIR DETAILS
LIR DETAILS
LIR DETAILS
LIR DETAILS
MALSF DETAILS
ELECTRICAL
MALSF DETAILS
STRUCTURAL
DETAILS
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
RUNWAY 34
AWO-D-MALSF34-G001
AWO-D-MALSF34-G002
AWO-D-ALD-G003
AWO-D-MALSF34-G004
AWO-D-MALSF34-G005
AWO-D-MALSF34-G006
AWO-D-MALSF34-G007
AWO-D-MALSF34-G008
AWO-D-MALSF34-D001
AWO-D-MALSF34-D002
AWO-D-MALSF34-A001
AWO-D-MALSF34-A002
AWO-D-MALSF34-C001
AWO-D-MALSF34-C002
AWO-D-MALSF34-C003
AWO-D-MALSF34-C004
AWO-D-MALSF34-C005
AWO-D-MALSF34-C006
AWO-D-MALSF34-C007
AWO-D-MALSF34-C008
AWO-D-MALSF34-C009
AWO-D-MALSF34-C010
AWO-D-MALSF34-C011
AWO-D-MALSF34-C012
AWO-D-MALSF34-C013
AWO-D-MALSF34-E001
AWO-D-MALSF34-E002
AWO-D-MALSF34-S001
AWO-D-MALSF34-Y001
COVER SHEET
ABBREVIATIONS, SYMBOLS, AND INDEX
AIRPORT LAYOUT PLAN
PHASING PLAN
MALSF PHASE 1 PHASING PLAN
MALSF PHASE 2 PHASING PLAN
MALSF PHASE 3 PHASING PLAN
GENERAL SITE DETAILS
MALS DEMOLITION PLAN
MALS SHELTER DEMOLITION PLAN
SHELTER FLOOR PLAN & INTERIOR WALL ELEVATIONS
SHELTER INTERIOR WALL ELEVATIONS & DETAILS
LAYOUT PLAN AND PROFILE
THRESHOLD TO STA 6+70 PLAN AND LAYOUT
STA 8+80 TO STA 10+90 PLAN AND LAYOUT
STA 12+90 TO STA 14+90 PLAN AND LAYOUT
SHELTER PLOT PLA
THRESHOLD BAR LAYOUT PLAN AND DETAILS
EMT STATION PLAN AND DETAILS
MG-20 LIR STEADY BURNING STATION - 1
MG-20 LIR STEADY BURNING STATION - 2
MG-20 LIR STEADY BURN WITH FLASHER
MG-20 LIR FLASHING STATION -2
MG-20 LIR ASSEMBLY DETAILS
STEADY BURN DISTRIBUTION RACK
ELECTRICAL ONE LINE DIAGRAM
FA-21000 W/ FA-11502 FLASHER (120V LOGIC A/G) SYSTEM WIRING DIAGRAM
EQUIPMENT SHELTER FOUNDATION AND DETAILS
MALSF FENCING
1. THE CONTRACTOR SHALL PROVIDE A TEMPORARY EROSION AND SEDIMENT CONTROL PLAN THAT MUST BE REVIEWED AND APPROVED BY THE FAA. BMPs MUST BE INSTALLED UNDER THE DIRECTION OF A CERTIFIED EROSION AND
SEDIMENT CONTROL LEAD (CESCL) AND APPROVED BY THE FAA RESIDENT ENGINEER PRIOR TO BEGINNING ANY WORK.
2. THE CONTRACTOR SHALL REFRAIN FROM USING ANY OF THE AIRFIELD GRASS AREAS OUTSIDE OF WORK AREAS FOR PARKING, TURNAROUND OF EQUIPMENT OR ANY OTHER PURPOSES WHATSOEVER EXCEPT AS CONSTRUCTION
DICTATES. EQUIPMENT STORAGE AND MATERIAL STOCKPILING MAY OCCUR ONLY AT DESIGNATED STAGING AND STORAGE AREAS. ACCESS ROUTES SHOWN ON ~ALD-C001 MUST BE USED TO THE MAXIMUM EXTENT PRACTICABLE.
ANY DEVIATION FROM THE APPROVED ACCESS ROUTES AND GATES MUST BE APPROVED IN ADVANCE BY THE RESIDENT ENGINEER AND AIRPORT. ANY RUTS OR DEPRESSIONS CAUSED BY THE CONTRACTOR SHALL BE SMOOTHED
AND LEVELED IN A MANNER ACCEPTABLE TO THE AIRPORT. IN DEEP RUTS WHICH CANNOT BE LEVELED TO THE PREVIOUS GRADE, TOPSOIL SHALL BE ADDED TO REPAIR THE RUT. RESEEDING OF ALL DAMAGED AREAS WILL BY
ACCOMPLISHED BY THE CONTRACTOR WHEN WEATHER PERMITS.
3. THE CONTRACTOR SHALL PROVIDE AND CONTINUOUSLY MONITOR A TWO-WAY RADIO WITH A RANGE CAPABLE MAINTAINING CONTACT WITH CTAF AT ALL TIMES. THE CONTRACTOR'S OPERATIONS WILL BE SUSPENDED ANYTIME THE
REQUIRED RADIOS ARE NOT AVAILABLE OR OPERATIONAL.
4. VEHICULAR AND FOOT TRAFFIC CROSSING ACTIVE AIRCRAFT MOVEMENT AREAS MUST BE COORDINATED WITH CTAF VIA THE TWO-WAY RADIO. THE DRIVER MUST RECITE POSITION/INTENTIONS AND CONFIRM VIA PERSONAL
OBSERVATION THAT NO AIRCRAFT IS APPROACHING HIS/HER POSITION.
5. THE CONTRACTOR SHALL MAINTAIN AN UPDATED SCHEDULE PER CONTRACT REQUIREMENTS. THE AIRPORT IS REQUIRED TO ISSUE NOTICES TO AIRMAN (NOTAMs) FOR CRITICAL OPERATIONAL CHANGES INCLUDING RUNWAY
CLOSURES. THE CONTRACTOR MUST COORDINATE WITH THE RESIDENT ENGINEER ON CLOSURE SCHEDULES AND ENSURE THAT NOTAMs ARE ISSUED PRIOR TO COMMENCING WORK. A MINIMUM OF 5 DAYS NOTICE IS REQUIRED FOR
ANY RUNWAY OR TAXIWAY CLOSURES.
6. ANY OUTAGES OF FAA EQUIPMENT MUST BE SCHEDULED A MINIMUM OF 30 DAYS IN ADVANCE WITH THE RESIDENT ENGINEER.
7. ANY AREAS DAMAGED BY THE CONTRACTOR SHALL BE RESTORED TO ORIGINAL CONDITIONS. AREAS WHICH WERE GRAVELED SHALL BE REPAIRED IN-KIND. AREAS WHICH WERE GRASS MUST BE RE-SEEDED VIA HYDROSEEDING. THE
CONTRACTOR WILL MAINTAIN SUCH AREAS UNTIL THE CAI. THE SEED MIXTURE MUST BE APPROVED IN ADVANCE BY THE AIRPORT.
8. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION.
9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ELECTRICAL WORK WITH THE POWER COMPANY (SNOPUD).
10. THE CONTRACTOR MUST PLACE SURVEY LATHE AT A MAXIMUM SPACING OF 25' IN THE VICINITY OF THE WORK AREA TO DELINEATE THE BOUNDARIES OF THE RSA AND ROFA. SUFFICIENT MARKINGS MUST BE INSTALLED TO CLEARLY
DELINEATE THE BOUNDARIES. VICINITY IS DEFINED WITHIN THE LIMITS OF THIS NOTE TO MEAN WITHIN 200'. IF WORK IS OUTSIDE THE VICINITY OF THESE SURFACES THEN THEY DO NOT NEED TO BE DELINEATED IN THAT AREA.
11. THE CONTRACTOR MAY NOT STAGE EQUIPMENT OR STOCKPILE MATERIALS WITHIN THE ROFA OR TOFA. STOCKPILING WILL BE RESTRICTED TO THOSE MATERIALS WHICH WILL BE USED WITHIN THE WORK SHIFT.
GENERAL NOTES
W
W
W
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
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A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
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APPROVEDDATE
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8 234567
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N
DO N
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DO N
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N
DO N
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DO N
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DO N
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DO N
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DO N
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DO N
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DO N
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1/1/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-G004JMS
JMS
MALSF
RUNWAY 34
PHASING PLAN
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
60'0 60'120'
SCALE: 1" = 60'
TWY A1
TAXIWAY C
TWY C1
1. THE CONTRACTOR MUST KEEP MATERIALS AND EQUIPMENT WITHIN THE LIMITS OF THE CRUSHED ROCK SURFACING AND THE DESIGNATED STAGING AREA. ALL EQUIPMENT MUST BE MOVED TO THE STAGING AREA AT THE END OF EACH SHIFT. MATERIAL STOCKPILING WITHIN THE WORK AREA MUST BE LIMITED TO THAT WHICH WILL BE USED DURING THE ACTIVE
WORK SHIFT. ANY ADDITIONAL STOCKPILING WITHIN THE WORK AREA MUST BE APPROVED IN ADVANCE BY THE RESIDENT ENGINEER.
2. THE CONTRACTOR MUST ACCESS THE SITE VIA AN APPROVED ACCESS ROUTE, ANY DEVIATION FROM APPROVED ACCESS ROUTE AND GATE MUST BE APPROVED IN ADVANCE BY THE RESIDENT ENGINEER. AIRPORT GATES MUST BE CLOSED AFTER EACH ENTRANCE/EXIT OR MUST BE CONTINUALLY MANNED BY PERSONNEL WHO HAVE BEEN TRAINED BY THE AIRPORT.
3. DATES INDICATED MAY BE MODIFIED AFTER CONTRACT AWARD. PHASE DURATION WILL NOT CHANGE.
4. THE CONTRACTOR MUST PROVIDE AND PLACE BARRICADES AND Xs AS SHOWN ON THIS SHEET.
4.1.1.1. LIGHTED Xs SHALL COMPLY WITH FAA SPECIFICATION L-893, LIGHTED VISUAL AID TO INDICATED TEMPORARY RUNWAY CLOSURE (AC 150/5345-55). LIGHTED RUNWAY CLOSURE Xs SHALL BE PLACED ON BOTH ENDS OF RUNWAY 01/19 FOR THE DURATION OF THE NIGHTTIME CLOSURE.
4.1.1.2. LOW PROFILE BARRICADES SHALL COMPLY WITH A/C 150/5370-2G, MUST BE LIGHTED WITH OMNI-DIRECTIONAL SOLAR RED FLASHING LIGHTS, BE LESS THAN 18" TALL, APPROXIMATELY 8' IN LENGTH, AND INTERLOCKED TO PREVENT GAPS BETWEEN INDIVIDUAL BARRICADES. BARRICADES MUST EXTEND ACROSS THE ENTIRETY OF THE SURFACE BEING
CLOSED. PLACE BARRICADES 10' OUTBOARD OF HOLD POSITION MARKINGS AND 50' OUTSIDE OF THE RSA LIMITS ALONG RUNWAY 16/34.
4.1.1.3. THE CONTRACTOR SHALL DISABLE THE RUNWAY 16/34 EDGE LIGHTING CIRCUIT AND 16 & 34 AIRPORT OWNED PAPI. THE FAA WILL DISABLE THE MALS AND LOC. AWOS TO REMAIN OPERATIONAL.
4.1.1.4. PRIOR TO OPENING THE RUNWAY THE CONTRACTOR SHALL COORDINATE WITH THE AIRPORT AND FAA TO ENSURE THAT ALL RUNWAY EDGE LIGHTS AND NAVAIDS ARE FUNCTIONING PROPERLY. ALL OPEN EXCAVATIONS MUST BE BACKFILLED OR COVERED WITH STEEL PLATES TO SUPPORT THE HEAVIEST AIRCRAFT OPERATING ON THE RUNWAY
(CRITCAL AIRCRAFT: BEECH KING AIR B-200). ALL TEMPORARY SAFETY CONTROL DEVICES USED TO RESTRICT AIRFIELD OPERATIONS (WHERE APPLICABLE) MUST BE REMOVED.
4.1.1.5. A FINAL INSPECTION WILL BE PERFORMED BY THE AIRPORT PRIOR TO RUNWAY REOPENING. THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFICIENCIES NOTED BY THE AIRPORT OR RESIDENT ENGINEER.
4.1.1.6. THE AIRPORT MAY REQUIRE, AT THEIR DISCRETION, THE RUNWAY TO BE REOPENED AT ANY TIME. ONCE GIVEN NOTICE BY THE RESIDENT ENGINEER THE CONTRACTOR SHALL IMMEDIATELY SUSPEND WORK ACTIVITIES AND COMPLETE SUCH ACTIONS AS NECESSARY TO RESTORE THE RUNWAY TO OPERATIONAL CAPABILITY. THIS MAY INVOLVE
BACKFILLING OR COVERING EXCAVATIONS, REMOVAL OF ALL FOD, AND NO CHANGE IN ELEVATION GREATER THAN 3".
5. UNLESS THE RUNWAY IS CLOSED, THE RSA MUST BE RESTORED AT THE END OF EACH WORK SHIFT. NO RUTS OR TERRAIN DISCONTINUITIES GREATER THAN 3" MAY BE LEFT, ANY OPEN EXCAVATIONS MUST BE COVERED WITH STEEL PLATE RATED TO CARRY THE CRITICAL AIRCRAFT IN ITS MOST DEMANDING LOADING SCENARIO.
6. THIS PLAN SHEET IS INTENDED TO BE REPRODUCED IN COLOR. REPRODUCTION AND COPYING OF THESE DRAWINGS IN BLACK AND WHITE COULD RESULT IN INCOMPLETE INFORMATION BEING DISPLAYED.
PHASING NOTES:
SCALE: 1" = 60'
PHASING PLAN
RUNWAY 34 THRESHOLD
PHASE 1 WORK AREA
DATES: APRIL 20- MAY 21
PHASE DURATION: 30 CALENDAR DAYS
OUTAGES/CLOSURES: 34 MALS (24/7)
WORK INCLUDES DEMOLITION AND CONSTRUCTION OF
STA 14+90, 12+90, STA 10+90L/R/C, DISTRIBUTION RACK,
SHELTER, DIRECT BORE ACROSS SR531
PHASE 3 WORK AREA
DATES: JUN 7 - JUN 27
PHASE DURATION: 20 CALENDAR DAYS
OUTAGES/CLOSURES: 34 MALS (24/7)
WORK INCLUDES DEMOLITION AND CONSTRUCTION OF
STA 4+90 THROUGH STA 8+80, SITE CLEANUP, SYSTEM
TESTING, AND CAI/CHECKOUT
PHASE 2 WORK AREA
DATES: MAY 27 - JUN 6
PHASE DURATION: 10 CALENDAR DAYS
OUTAGES/CLOSURES: OUTAGES/CLOSURES: 24/7
AIRPORT OWNED: 16/34 MIRL, 16 REIL, 16 PAPI, 34 PAPI
FAA OWNED: 34 MALS, 34 OM/NDB, 34 LOCALIZER
WORK INCLUDES DEMOLITION AND CONSTRUCTION INSIDE
RSA- DEMOLITION AND INSTALLATION OF THRESHOLD TO STA
4+90, TRENCHING BETWEEN THRESHOLD TO STA 4+90,
ASPHALT ACCESS ROAD
W
W
W
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
A
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$
$
T
I
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$
$
N
A
M
E
$
APPROVEDDATE
$F
I
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S
$
8 234567
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C
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1
B
IS
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U
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D
F
O
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:
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DO N
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DO N
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-G005JMS
JMS
MALSF
PHASE 1
PHASNG PLAN
WORK AREAS: STA 10+90 - 14+90, SHELTER
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
60'0 60'120'
SCALE: 1" = 60'
TWY A1
TAXIWAY C
TWY C1
SCALE: 1" = 60'
PHASE 1 PLAN
RUNWAY 34 THRESHOLD
PHASE 1 WORK AREA
DATES:APR 20 - MAY 21
PHASE DURATION: 30 CALENDAR DAYS
OUTAGES/CLOSURES: 34 MALS (24/7)
WORK INCLUDES DEMOLITION AND CONSTRUCTION OF
STA 14+90, 12+90, STA 10+90L/R/C, DISTRIBUTION RACK,
SHELTER, DIRECT BORE ACROSS SR531
DATES: APRIL 20 - MAY 21 2026
PHASE DURATION:30 DAYS
WORK HOURS: 24 HRS
WORK ITEMS: WORK AREAS: STA 10+90 - 14+90, SHELTER
OUTAGES/CLOSURES: 24/7 - FAA OWNED: 34 MALS
1. THE CONTRACTOR MUST KEEP MATERIALS AND EQUIPMENT WITHIN THE LIMITS OF THE CRUSHED ROCK SURFACING AND THE DESIGNATED STAGING AREA. ALL EQUIPMENT MUST BE MOVED TO THE STAGING AREA AT THE END OF EACH SHIFT. MATERIAL STOCKPILING WITHIN THE WORK AREA MUST BE LIMITED TO THAT WHICH WILL BE USED DURING THE ACTIVE
WORK SHIFT. ANY ADDITIONAL STOCKPILING WITHIN THE WORK AREA MUST BE APPROVED IN ADVANCE BY THE RESIDENT ENGINEER.
2. THE CONTRACTOR MUST ACCESS THE SITE VIA THE INDICATED ACCESS ROUTE AND THE GATE
3. DATES INDICATED MAY BE MODIFIED AFTER CONTRACT AWARD. PHASE DURATION WILL NOT CHANGE
4. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTIING TRAFFIC CONTROL PLANS AS REQUIRED TO WSDOT FOR WORK INCLUDING THE DIRECTIONAL BORE ACROSS THE STATE ROUTE 531. WORK HOURS WILL BE DICTATED BY WSDOT. WORK IN WSDOT ROW REQUIRES A WSDOT ROW PERMIT, CONTRACTOR MUST APPLY TO RECEIVE PERMIT PRIOR TO STARTING
WORK, AND MUST BE WITHIN PHASE 1.
PHASE 1 NOTES
AeccDbStaOffsetLabel (AeccLand
1
3
0
)
AeccDbStaOffsetLabel (Aec
c
L
a
n
d
1
3
0
)
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
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B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
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$
$
T
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$
$
N
A
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$
APPROVEDDATE
$F
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$
8 234567
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DO N
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DO N
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DO N
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DO N
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DO N
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DO N
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-G006JMS
JMS
MALSF
RUNWAY 34
PHASE 2 PLAN (RUNWAY CLOSURE)
WORK AREAS: RUNWAY SAFETY AREA
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
200'0 200'400'
SCALE: 1" = 200'
TAXIWAY A
TAXIWAY B
TAXIWAY C
TAXIWAY D
TAXIWAY E
TWY A1TWY A2TWY A3
TWY A4
TWY B2TWY B3TWY B4
TWY C2
TWY C3
TWY D2
TAXIWAY ATAXIWAY A
TAXIWAY B TAXIWAY B
TAXIWAY C
TWY C
TWY C
TAXIWAY D
TWY C1
LIGHTED X
LOW PROFILE BARRICADELOW PROFILE BARRICADE
DATES:MAY 27 - JUN 6 2026
PHASE DURATION: 10 DAYS
WORK HOURS: 24 HRS
WORK ITEMS: WORK INSIDE RSA- DEMOLITION AND INSTALLATION OF THRESHOLD TO STA 4+90, TRENCHING BETWEEN THRESHOLD TO STA 4+90, ASPHALT ACCESS ROAD
OUTAGES/CLOSURES: 24/7 - AIRPORT OWNED: 16/34 MIRL, 16 REIL, 16 PAPI, 34 PAPI
24/7 - FAA OWNED: 34 MALS, 34 LOC
1. THE CONTRACTOR MUST KEEP MATERIALS AND EQUIPMENT WITHIN THE LIMITS OF THE CRUSHED ROCK SURFACING AND THE DESIGNATED STAGING AREA. ALL EQUIPMENT MUST BE MOVED TO THE STAGING AREA AT THE END OF EACH SHIFT. MATERIAL STOCKPILING WITHIN THE WORK AREA MUST BE LIMITED TO THAT WHICH WILL BE USED DURING THE ACTIVE
WORK SHIFT. ANY ADDITIONAL STOCKPILING WITHIN THE WORK AREA MUST BE APPROVED IN ADVANCE BY THE RESIDENT ENGINEER.
2. THE CONTRACTOR MUST ACCESS THE SITE VIA THE APPROVED ACCESS ROUTE. ANY DEVIATION FROM APPROVED ACCESS ROUTE AND GATE MUST BE APPROVED IN ADVANCE BY THE RESIDENT ENGINEER. AIRPORT GATES MUST BE CLOSED AFTER EACH ENTRANCE/EXIT OR MUST BE CONTINUALLY MANNED BY PERSONNEL.
3. DATES INDICATED MAY BE MODIFIED AFTER CONTRACT AWARD. PHASE DURATION WILL NOT CHANGE.
4. THE CONTRACTOR MUST PROVIDE AND PLACE BARRICADES AND Xs AS SHOWN ON THIS SHEET.
4.1.1.1. LIGHTED Xs SHALL COMPLY WITH FAA SPECIFICATION L-893, LIGHTED VISUAL AID TO INDICATED TEMPORARY RUNWAY CLOSURE (AC 150/5345-55). LIGHTED RUNWAY CLOSURE Xs SHALL BE PLACED ON BOTH ENDS OF RUNWAY 01/19 FOR THE DURATION OF THE NIGHTTIME CLOSURE.
4.1.1.2. LOW PROFILE BARRICADES SHALL COMPLY WITH A/C 150/5370-2G, MUST BE LIGHTED WITH OMNI-DIRECTIONAL SOLAR RED FLASHING LIGHTS, BE LESS THAN 18" TALL, APPROXIMATELY 8' IN LENGTH, AND INTERLOCKED TO PREVENT GAPS BETWEEN INDIVIDUAL BARRICADES. BARRICADES MUST EXTEND ACROSS THE ENTIRETY OF THE SURFACE BEING
CLOSED.
4.1.1.3. THE CONTRACTOR SHALL DISABLE THE RUNWAY 16/34 EDGE LIGHTING CIRCUIT. THE FAA WILL DISABLE THE RUNWAY 34 LOC AND MALS.
4.1.1.4. PRIOR TO OPENING THE RUNWAY THE CONTRACTOR SHALL COORDINATE WITH THE AIRPORT AND FAA TO ENSURE THAT ALL RUNWAY EDGE LIGHTS AND NAVAIDS ARE FUNCTIONING PROPERLY. ALL OPEN EXCAVATIONS MUST BE BACKFILLED OR COVERED WITH STEEL PLATES TO SUPPORT THE HEAVIEST AIRCRAFT OPERATING ON THE RUNWAY
(CRITICAL AIRCRAFT: C-III/LOCKHEED P-3 ORION). ALL TEMPORARY SAFETY CONTROL DEVICES USED TO RESTRICT AIRFIELD OPERATIONS (WHERE APPLICABLE) MUST BE REMOVED.
4.1.1.5. A FINAL INSPECTION WILL BE PERFORMED BY THE AIRPORT PRIOR TO RUNWAY REOPENING. THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFICIENCIES NOTED BY THE AIRPORT OR RESIDENT ENGINEER.
4.1.1.6. THE AIRPORT MAY REQUIRE, AT THEIR DISCRETION, THE RUNWAY TO BE REOPENED AT ANY TIME. ONCE GIVEN NOTICE BY THE RESIDENT ENGINEER THE CONTRACTOR SHALL IMMEDIATELY SUSPEND WORK ACTIVITIES AND COMPLETE SUCH ACTIONS AS NECESSARY TO RESTORE THE RUNWAY TO OPERATIONAL CAPABILITY. THIS MAY INVOLVE
BACKFILLING OR COVERING EXCAVATIONS, REMOVAL OF ALL FOD, AND NO CHANGE IN ELEVATION GREATER THAN 3".
5. THIS PLAN SHEET IS INTENDED TO BE REPRODUCED IN COLOR. REPRODUCTION AND COPYING OF THESE DRAWINGS IN BLACK AND WHITE COULD RESULT IN INCOMPLETE INFORMATION BEING DISPLAYED.
PHASE 2 NOTES
SCALE: 1" = 200'
PHASE 2 RUNWAY CLOSURE PLAN
RUNWAY 16
THRESHOLD
RUNWAY 34 THRESHOLD
RUNWAY 29 THRESHOLD
LIGHTED X
LOW PROFILE BARRICADE
W
W
W
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
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8 234567
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-G007JMS
JMS
MALSF
RUNWAY 34
PHASE 3 PLAN
WORK AREAS: STA 4+90 TO 8+80
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
60'0 60'120'
SCALE: 1" = 60'
TWY A1
TAXIWAY C
TWY C1
1. THE CONTRACTOR MUST KEEP MATERIALS AND EQUIPMENT WITHIN THE LIMITS OF THE CRUSHED ROCK SURFACING AND THE DESIGNATED STAGING AREA. ALL EQUIPMENT MUST BE MOVED TO THE STAGING AREA AT THE END OF EACH SHIFT. MATERIAL STOCKPILING WITHIN THE WORK AREA MUST BE LIMITED TO THAT WHICH WILL BE USED DURING THE ACTIVE
WORK SHIFT. ANY ADDITIONAL STOCKPILING WITHIN THE WORK AREA MUST BE APPROVED IN ADVANCE BY THE RESIDENT ENGINEER.
2. THE CONTRACTOR MUST ACCESS THE SITE VIA THE INDICATED ACCESS ROUTE AND THE GATE
3. DATES INDICATED MAY BE MODIFIED AFTER CONTRACT AWARD. PHASE DURATION WILL NOT CHANGE
4. HEIGHT RESTRICTIONS APPLY. CONTRACTOR MUST COORDINATE WORK WITH AIRPORT AND RESIDENT ENGINEER WHEN USING HEAVY EQUIPMENT NEAR THE RSA.
PHASING NOTES:
SCALE: 1" = 60'
PHASING PLAN
RUNWAY 34 THRESHOLD
PHASE 3 WORK AREA
DATES: JUNE 7 - 27
PHASE DURATION: 20 CALENDAR DAYS
OUTAGES/CLOSURES: 34 MALS (24/7)
WORK INCLUDES DEMOLITION AND CONSTRUCTION OF
STA 4+90 THROUGH STA 8+80, SITE CLEANUP, SYSTEM
TESTING, AND CAI/CHECKOUT
W
W
W
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
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8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
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8 234567
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-D001JMS
JMS
MALSF
RUNWAY 34
MALS DEMOLITION PLAN
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
60'0 60'120'
SCALE: 1" = 60'
TWY A1
TAXIWAY C
TWY C1
DEMOLITION NOTES:
SCALE: 1" = 60'
DEMOLITION PLAN
REMOVE
RUNWAY 34 MALS
THRESHOLD
LIGHTS, RUNWAY END LIGHTS
TO REMAIN
REMOVE EXISTING
JUNCTION BOX
AND CONTENTS
1. CAREFULLY REMOVE EXISTING MALS FLASHER AND ICC. DELIVER EQUIPMENT TO SSC OFFICE. DEMOLISH ALL OTHER
EQUIPMENT ON FOUNDATION
2. FOUNDATION TO BE REMOVED TO FULL DEPTH AND BACKFILLED WITH STRUCTURAL FILL TO 6" BELOW FINAL GRADE.
THE FINAL 6" SHALL BE BACKFILLED WITH MATERIAL MATCHING THE FINAL SURROUNDING GRADE. I.E. IF
SURROUNDING AREA IS TO BE CRUSHED ROCK THEN BACKFILL FINAL 6" WITH CRUSHED ROCK, IF AREA IS GRASSED
THEN BACKFILL WITH TOPSOIL AND RESEED.
3. REMOVE EXISTING SURFACING AROUND STATIONS TO 6" BGS. BACKFILL WITH WITH MATERIAL MATCHING THE FINAL
SURROUNDING GRADE. I.E. IF SURROUNDING AREA IS TO BE CRUSHED ROCK THEN BACKFILL FINAL 6" WITH
CRUSHED ROCK, IF AREA IS GRASSED THEN BACKFILL WITH TOPSOIL AND RESEED.
4. REMOVE STATION HANDHOLE AND ANY OTHER MALS STRUCTURES SUCH AS GROUND WELLS, CABLE MARKERS, ETC.
WHETHER OR NOT SHOWN ON THIS DRAWING.
5. REMOVE ALL CABLE IF IN CONDUIT AND REMOVE ALL CONDUIT WITHIN 20' OF STATION & SHELTER FOUNDATIONS
(EXCEPT THRESHOLD). IF CABLE IS DEB REMOVE FINAL 20' OF CABLE MEASURED FROM FOUNDATIONS, INSTALL
GROUND ROD AND GROUND END OF CABLE.
6. CONCRETE, CONDUIT, CABLE AND ANY OTHER MATERIALS WHICH ARE REMOVED DURING THE DEMOLITION
PROCESS SHALL BE REMOVED FROM THE AIRPORT PROPERTY AND PROPERLY DISPOSED OF.
7. UNLESS OTHERWISE INDICATED ANY EXCAVATIONS OR OTHER DAMAGE DONE TO THE AIRFIELD SHALL BE
RESTORED TO ORIGINAL CONDITIONS.
8. WORK INSIDE THE RUNWAY SAFETY AREA IS REQUIRED TO DEMOLISH THE EXISTING MALS. THE CONTRACTOR MUST
FOLLOW THE ACCESS REQUIREMENTS GIVEN PHASING PLAN. ALL OPEN EXCAVATIONS MUST BE BACKFILLED OR
COVERED WITH STEEL PLATE RATED TO SUPPORT THE CRITICAL AIRCRAFT OPERATING ON THE RUNWAY.
9. REMOVE EXISTING 8'x8' MALS SHELTER. PRIOR TO DEMOLITION REMOVE MALS CONTROL CABINET, TIMING CABINET,
& 15KVA MALS TRANSFORMER AND DELIVER TO THE SSC. REMOVE THE AIR TO GROUND RECEIVER AND PROTECT
FOR RE-INSTALLATION IN NEW MALSF SHELTER.
10.1. REMOVE EXISTING METER AND METER POST. PROTECT EXISTING UTILITY SECONDARY CABLES & CONDUIT FOR
RE-USE. COORDINATE WITH SNOPUD.
10.2. REMOVE ALL CONDUIT, CABLES, GROUNDING, AND STRUCTURES WITHIN 20' OF MALS SHELTER WHETHER
OR NOT SHOWN ON THIS DRAWING.
10.3. ALL MATERIALS INSIDE THE SHELTER NOT SPECIFICALLY INDICATED FOR RE-USE OR SALVAGE SHALL BECOME THE
PROPERTY OF THE CONTRACTOR AND MUST BE PROPERLY DISPOSED OF.
10.4. THE CONTRACTOR MUST PROVIDE A CERTIFICATE OF DISPOSAL FOR THE MALS SHELTER.
11. THE EXISTING MALS THRESHOLD IS COMPOSED OF (13) INDIVIDUAL LIGHTS ON INDIVIDUAL FOUNDATIONS.
FOUNDATIONS ARE APPROXIMATELY 2'x2' SQUARE AND ARE OF UNKNOWN DEPTH. REMOVE FOUNDATIONS,
LAMPHOLDERS, LAMPS, AND ALL CONDUIT BETWEEN LIGHTS.
REMOVE (1) 2" SCH 40 PVC
SEE NOTES 5-7
REMOVE (2) 2" SCH 40 PVC
SEE NOTES 5-7
REMOVE (3) 2" SCH 40 PVC
SEE NOTES 5-7 REMOVE (4) 2" SCH 40 PVC
SEE NOTES 5-7 REMOVE (1) 2" SCH 40 PVC
SEE NOTES 5-7
REMOVE LIGHT STATION
SEE NOTES 1-7 REMOVE LIGHT STATION
SEE NOTES 1-7
REMOVE (1) 2" SCH 40 PVC
SEE NOTES 1-7
REMOVE LIGHT STATION
SEE NOTES 1-7
REMOVE LIGHT STATION
SEE NOTES 1-7
REMOVE LIGHT STATION
SEE NOTES 1-7REMOVE LIGHT STATION
SEE NOTES 1-7
DEMO EXISTING MALS SHELTER
PUD TRANSFORMER BY OTHERS
SEE -D002, NOTES 9 & 10
REMOVE (5) 2" SCH 40 PVC
SEE NOTES 1-7
REMOVE LIGHT STATION
SEE NOTES 1-7
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
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A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
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$
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$
8 234567
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-D002JMS
JMS
MALS
RUNWAY 34
MALS SHELTER
DEMOLITION PLAN AND ELEVATIONS
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
SCALE: NTS
DEMOLITION PLAN
1
2
3
DEMOLISH EXISTING MALS SHELTER, REMOVE ALL MALS EQUIPMENT AND DELIVER TO
LOCAL SSC OFFICE
DEMOLISH EXISTING SNOPUD XFMR, COORDINATE WITH LOCAL UTILITY
ALL DISTURBED SURFACES, RUTS, MUST BE REPLACED IN KIND WITH CLASS 6 ROAD
BASE, OR SUITABLE BACKFILL AS APPROVED BY THE ENGINEER
1
2
3
CALLOUT NOTES:
DEMOLITION NOTES:
SHELTER CONTAINS ASBESTOS, ABATEMENT WITH CERTIFIED INDUSTRIAL
HYGENIST REQUIRED. CONTRACTOR MUST ADHERE TO ALL LOCAL, STATE, AND
FEDERAL REGULATIONS.
SHELTER MAY BE DISPOSED ENTIRELY WITHOUT CRUSHING OR DEMOLITION ON
SITE BY TRANSPORTING TO AN APPROVED HAZARDOUS WASTE SITE. TRACKING
OF THE HAZARDOUS WASTE MUST BE PROVIDED TO THE RESIDENT ENGINEER
UPON REQUEST.
PRIOR TO REMOVAL OF MALS SHELTER, COORDINATE WITH RESIDENT ENGINEER
FOR EQUIPMENT OUTAGES AND EQUIPMENT REMOVAL. EQUIPMENT REMOVED
MUST BE STORED SECURELY INDOORS UNTIL EQUIPMENT IS TRANSFERRED TO
THE LOCAL SSC. CONTRACTOR ASSUMES RESPONSIBILITY AND TRANSPORTATION
OF EQUIPMENT UNTIL ACCEPTED BY LOCAL SSC.
EXISTING GROUNDING MAY BE ABANDONED IN PLACED UNLESS INTERFERING
WITH NEW INSTALLATION, OR AS REQUIRED BY THE ENGINEER.
RETAIN AND PRESERVE ALL EXISTING GRAVEL ROADS AND PATHWAYS TO THE
MAXIMUM EXTENT PRACTICABLE. REPAIR TO ROADS SEE CALLOUT NOTE 3.
W
115'0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
120'
125'
130'
135'
140'
145'
150'
115'
120'
125'
130'
135'
140'
145'
150'
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
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8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
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8 234567
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-C001JMS
JMS
MALSF
RUNWAY 34
LAYOUT PLAN AND PROFILE
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
100'0 100'200'
SCALE: 1" = 100'
MALSF STATION 0+08 2+50 4+60 6+70 8+80 10+90 10+90
FLASHER
12+90 12+90
FLASHER
14+90 14+90
FLASHER
TYPE OF SUPPORT EMT EMT MG-20 MG-20 MG-20 MG-20 MG-20 MG-20 MG-20 MG-20 MG-20
EXISTING GROUND ELEVATION 127.28'
SEE NOTE 4
125.64'
SEE NOTE4
125.19'
SEE NOTE 4
124.29'
SEE NOTE 4
124.49'
SEE NOTE 4
123.11'
SEE NOTE 4
123.11'
SEE NOTE 4
122.51'
SEE NOTE 4
122.51'
SEE NOTE 4
121.98'
SEE NOTE 4
121.98'
SEE NOTE 4
APPROX. TOP OF FOUNDATION 127.37' 125.72' 125.28' 124.38' 124.58' 123.36' 123.36' 122.76' 122.76' 122.23' 122.23'
ELEVATION OF ȭ OF LIGHT PLANE 128.45'
SEE NOTE 6
128.45' 132.85' 137.05' 141.25' 141.25' 139.75' 141.25' 139.75' 141.25' 139.75'
APPROX. TOP OF FNDN TO ȭ LIGHT PLANE 1.08'2.73'7.57'12.68' 16.68' 17.89' 16.39' 18.50' 17.00' 19.02' 17.52'
STANDARD AIMING ANGLE 3.1°3.2°3.3°3.4°3.4°3.5°6.0°3.6°6.0°3.7°6.0°
ADJUSTMENT FOR LIGHT ABOVE HORIZONTAL
PLANE
0.00°0.00°0.00°0.00° -0.004° -0.003°--0.003°--0.003°-
ADJUSTMENT FOR TOUCHDOWN POINT
CLOSER THAN 1000' TO THRESHOLD
-0.06° -0.06° -0.06° -0.06° -0.06° -0.06°--0.06°--0.06°-
ADJUSTED AIMING ANGLE 3.0°3.1°3.2°3.3°3.3°3.4°6.0°3.5°6.0°3.6°6.0°
1. FIELD VERIFY RUNWAY 34 THRESHOLD ELEVATION TO ENSURE PROPER RELATIVE ELEVATIONS. RECORDS INDICATE 127.99'. THE THRESHOLD ELEVATION AND ALIGNMENT OF THE MALSF MUST BE VERIFIED WITH THE ENGINEER WITHIN 5 DAYS OF NTP.
2. ELEVATION MAY VARY FROM WHAT IS INDICATED, HEIGHT OF LIGHT MAY NOT EXCEED 14" ABOVE THRESHOLD BAR TOC ELEVATION.
3. ELEVATION GIVEN IS THE NOTIONAL GRADE AT RUNWAY CENTERLINE. THE THRESHOLD BAR FOUNDATION SHALL FOLLOW THE EXISTING SLOPE OFF THE RUNWAY CENTERLINE.
4. ELEVATIONS GIVEN ARE EXISTING GRADE. NEW FOUNDATIONS SHALL BE SET 1" ABOVE THE HIGH SIDE. TOC MUST NOT BE MORE THAN 1" HIGHER THAN SURROUNDING GRADE. THE RESIDENT ENGINEER MAY FIELD MODIFY FOUNDATION TOC ELEVATIONS IF REQUIRED IN ORDER TO ACHIEVE PROPER DRAINAGE (WITHIN RSA GRADING LIMITS). AFTER NEW
FOUNDATIONS ARE INSTALLED THE CONTRACTOR SHALL SURVEY FOUNDATIONS TO OBTAIN AS-BUILT STATIONING AND ELEVATIONS.
5. EMT STATION IS LOCATED AT CENTER OF EMT SUPPORT OF CENTER LIGHT. MG-20 STEADY BURN STATION IS LOCATED AT CENTER OF MG-20 POLE. MG-20 FLASHER STATION IS LOCATED AT CENTER OF MG-20 POLE. SEE DETAIL SHEETS FOR EACH STATION, AWO-D-MALSF34-C00X THROUGH C00X. FOR STATIONS 10+90, 12+90 AND 14+90 - THE FLASHER LIGHT IS
LOCATED ON THE SAME LIGHT BASE (LIR POLE) AS THE STEADY BURN LIGHTS. THE CENTER OF FLASHER MUST NOT BE MOUNTED MORE THAN 4' BELOW CENTER OF STEADY BURN LIGHT.
6. AFTER THE MALSF LIGHT FOUNDATIONS HAVE BEEN POURED, COMPLETE AN AS-BUILT SURVEY OF THE FOUNDATION ELEVATIONS AND PROVIDE THIS INFORMATION TO THE FAA RE. THE FAA RE WILL ADJUST THE STATION HEIGHTS AS REQUIRED TO RETAIN THE CORRECT LIGHT PLANE ELEVATION. THE LIGHT PLANE MUST NOT PENETRATE A SURFACE 17' ABOVE
SR531 CROWN ELEVATION WITHIN THE WSDOT ROW LIMITS.
NOTES:
10'0 10'30'
HORIZ
20'
100'0 100'300'200'
VERT
SLOPE 0.00°
SLOPE 2.0
0
%
WSDOT SR531 ROW LIMITS
15' OBSTRUCTION CLEARANCE
EMT STATION SEE
AWO-D-MALSF34-C002
MG-20 STATION SEE
AWO-D-MALSF34-C002
MG-20 STATION SEE
AWO-D-MALSF34-C002
MG-20 STATION SEE
AWO-D-MALSF34-C003
MG-20 STATION SEE
AWO-D-MALSF34-C003 MG-20 STATION SEE
AWO-D-MALSF34-C004
MG-20 STATION SEE
AWO-D-MALSF34-C004
THRESHOLD BAR SEE
AWO-D-MALSF34-C005
SLOPE 0.00°
STA 3+00 TO SR531: RESURFACE EXISTING CRUSHED ROCK ACCESS ROAD
PAVE OVER EXISTING CRUSHED ROCK
ACCESS ROAD (STA 0+08 TO STA 2+00)
14
'
-
0
"
NEW
14' WIDE ASPHALT ACCESS ROAD,
THRESHOLD BAR TO STA 3+00. 289' FOR
BIDDING PURPOSES. FOR ROADWAY
SECTION SEE AWO-D-MALSF34-G008
W
W
W
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
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8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
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8 234567
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-C002JMS
JMS
MALSF
RUNWAY 34
STA 0+08 TO STA 6+70
PLAN AND LAYOUT
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
30'0 30'60'
SCALE: 1" = 30'
EXPAND EXISTING CRUSHED ROCK ROAD
TO 14' TO MATCH GRAVEL PADS AT EACH STA
EXISTING
RUNWAY END LIGHTS (8 EACH)
LEVEL OUT EXISTING
CRUSHED SURFACING
FROM DEMOLISHED
MALS STATIONS, TYP
EXTENDED RWY CENTERLINE, TYP
1-3" THR PWR SCH
80 PVC CONDUIT
W/ 3-#2/0,1-#6 GRN
STATION OF EMT
STATION IS LOCATED
AT CENTER OF EMT
SUPPORT OF
CENTER LIGHT
NEW ASPHALT ACCESS ROAD W/
MATERIAL PER NOTE 6
1/0 B.C. GUARD
WIRE (OFFSET
FOR CLARITY)
3/4" x 10' COPPER CLAD STEEL
GND ROD, 1 REQ'D AT STA 2+40,
SEE NOTE 3
THR TO STA 6+70 PLAN VIEW
STEADY BURN STA 2+40, EMT MOUNT
SCALE: 1" = 5'-0"C002
A
STEADY BURN STA 4+60, MG-20 MOUNT
SCALE: 1" = 5'-0"C002
B STEADY BURN 6+70, MG-20 MOUNT
SCALE: 1" = 5'-0"C002
C
1. STATIONING IS BASED OFF OF ARRIVING AIRCRAFT TO RUNWAY 34, SUCH THAT LEFT IS WESTERLY OF
RUNWAY CENTERLINE AND RIGHT IS EASTERLY OF RUNWAY CENTERLINE. SEE AWO-D-ALD-C001 FOR
STATION AND RUNWAY CENTERLINE.
2. THERE IS NO COUNTERPOISE SURROUNDING EMT STA 2+50. THE 1/0 TRENCH GUARD WIRE IS
EXOTHERMICALLY WELDED TO 4/0 HANDHOLE CONNECTION AT GROUND ROD.
3. EXISTING GRAVEL SURFACING MAY BE RE-USED PROVIDED IT DOES NOT BECOME CONTAMINATED
DURING CONSTRUCTION.
4. THE CONTRACTOR MUST RESURFACE THE EXISTING ACCESS ROAD FROM THE MALSF SHELTER TO
RUNWAY CENTERLINE AND FROM RUNWAY 34 THROUGH STA 14+00, APPROXIMATELY 1000 L.F.
RESURFACING INVOLVES ROUGH LEVELING THE EXISTING ROAD SURFACE, AND THEN RESURFACE
AS FOLLOWS:
4.1. FROM STA 0+10 TO 3+00: ACCESS ROAD MUST BE PAVED. ASPHALT EDGES MUST BE MAXIMUM 1"
ABOVE SURROUNDING GRADE, AND MATCH TO EXISTING GRADE OF RUNWAY EDGE.
4.2. FROM STA 3+00 THROUGH STA 14+00: ADD 2" OF COMPACTED CLASS 6 MATERIAL AT THE CROWN
TAPERED TO 1.5" AT THE ROAD EDGES. COMPACTION TO 95% OF MAX DRY DENSITY PER AASHTO
T-99.
5. MAINTENANCE STAND SHALL BE PLACED PERPENDICULAR TO LIR MAST IN TILT DOWN POSITION, SEE
B/~MALSF34-C011 FOR ORIENTATION.
6. SPLICE MG-20 STEADY BURN POWER AND GROUND CABLE IN HH. SEE -C010.
NOTES:
18'-3"
27
'
-
0
"
6'-3"
EXISTING GRAVEL SURFACING
LOCATE AND HAND DIG AROUND EXISTING 10" WATER LINE
1-3" THR PWR SCH
80 PVC CONDUIT
W/ 3-#2/0,1-#6 GRN 1-3" THR PWR SCH
80 PVC CONDUIT
W/ 3-#2/0,1-#6 GRN
STA 2+40 PWR 2"
SCH 80 PVC W/
2-#2,1-#6 GRN
STA 2+40 1-2" PWR
SCH 80 PVC W/
2-#2,1-#6 GRN
STA 2+50 1-2" PWR
SCH 80 PVC W/
2-#2,1-#6 GRN
STA 4+60 1-2"
PWR SCH 80 PVC
W/ 2-#4,1-#6 GRN
STA 4+60 PWR 1-2"
SCH 80 PVC W/
2-#4,1-#6 GRN
STA 6+70 1-2"
PWR SCH 80 PVC
W/ 3-#6
RESURFACE EXISTING CRUSHED ROCK
ACCESS ROAD AS SHOWN W/ MATERIAL PER
NOTE 4
20'-7"
11'-0"
H20 RATED PWR HH
CENTERED AT STA
2+45, RT 10'
STA 4+60 2" PWR GRMC
W/ 2-#12 AMERACE, 1-#12 GRN
STATION OF MG-20
STEADY BURN IS
LOCATED AT
CENTER OF MG-20
POLE, TYP.
1/0 B.C. GUARD
WIRE (OFFSET
FOR CLARITY)
EXOTHERMIC
WELD (TYP)
3/4" x 10' COPPER
CLAD STEEL GND ROD,
2 REQ'D PER STATION
4+60 AND UPSTATION
4/0 B.C. COUNTERPOISE
#2 GRN TO BASE
PLATE (TYP)
4/0 B.C. FROM HH
GND PLATE
SPLICE POWER
CABLE AND GND IN
HH. SEE NOTE 6
H-20 RATED PWR
HH CENTERED AT
STA 4+60 RT 11'
1/0 B.C. GUARD
WIRE (OFFSET
FOR CLARITY)
RESURFACE EXISTING CRUSHED ROCK
ACCESS ROAD AS SHOWN W/ MATERIAL PER
NOTE 4
1-2" STA 6+70 PWR GRMC
W/ 2-#12 AMERACE, 1-#12 GRN
1/0 B.C. GUARD
WIRE (OFFSET
FOR CLARITY)
EXOTHERMIC
WELD (TYP)
3/4" x 10' COPPER
CLAD STEEL GND ROD,
2 REQ'D PER STATION
4+60 AND UPSTATION
4/0 B.C. COUNTERPOISE
#2 GRN TO BASE
PLATE (TYP)
4/0 B.C. FROM HH
GND PLATE
SPLICE POWER
CABLE AND GND IN
HH. SEE NOTE 6
H20 RATED PWR HH
11'-0"
18
'
20'-7"
CRUSHED ROCK
SURFACING W/
MATERIAL PER
AWO-D-MALSF34-G008
CRUSHED ROCK
SURFACING W/
MATERIAL PER
AWO-D-MALSF34-G008
CRUSHED ROCK
SURFACING W/
MATERIAL PER
AWO-D-MALSF34-G008
1/0 B.C. GUARD
WIRE (OFFSET
FOR CLARITY)
STA 2+40 2" PWR GRMC
W/ 2-#2 , 1-#6 GRN
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
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A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
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APPROVEDDATE
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8 234567
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-C003JMS
JMS
MALSF
RUNWAY 34
STA 8+80 TO STA 10+90
PLAN
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
10'0 10'20'
SCALE: 1" = 10'STA 8+80 TO STA 10+90 PLAN VIEW
1. COORDINATE WITH SNOHOMISH PUD FOR LOCATES OF FIBER OPTIC LINE AND ELECTRICAL LINE PRIOR TO EXCAVATION. CONTRACTOR MUST POTHOLE
EXISTING FIBER OPTIC AND ELECTRICAL LINES. 1' MINIMUM CLEARANCE CROSSING OF EXISTING FACILITIES, POTHOLE REQUIRED TO VERIFY CLEARANCE.
MINIMUM DEPTH UNDER SR531 IS 7' UNDER TOP OF PAVEMENT.
2. 1 / 0 GUARD WIRE FOR DUCT BANKS NOT SHOWN FOR CLARITY, GUARD WIRE NOT REQUIRE FOR BORE
3. STATION OF MG-20 STEADY BURN IS LOCATED AT CENTER OF MG-20 POLE.
4. EXISTING GRAVEL SURFACING MAY BE RE-USED PROVIDED IT DOES NOT BECOME CONTAMINATED DURING CONSTRUCTION.
5. MAINTENANCE STAND SHALL BE PLACED PERPENDICULAR TO LIR MAST IN TILT DOWN POSITION, SEE B/~MALSF34-C011 FOR ORIENTATION.
6. SPLICE MG-20 STEADY BURN POWER AND GROUND CABLE IN HH. USE PANDUIT PAN-LUG PARALLEL COMPRESSION LUGS, IN POURED RESIN SPLICES.
CONTRACTOR TO VERIFY CORRECT SIZING.
7. PROVIDE ONE 8' WIDE MAN GATE PER FENCE, FIELD LOCATE BY ENGINEER, SEE Y001 FOR DETAILS
NOTES:
(1) 3" SCH 80 PVC W/
3-#2/0,1-#6 GRN (THR)
(1) 2" SCH 80 PVC W/ 2-#2,
1 #6 GRN (2+40),
(1) 2" SCH 80 PVC W/ 2-#4,
1-#6 GRN (4+60)
(1) 2" SCH 80 PVC W/ 2 #6, 1
#6 GRN (6+70)
1-2" STA 4+60 PWR GRMC
W/ 2-#12 AMERACE, 1-#12 GRN
1/0 B.C. GUARD
WIRE (OFFSET
FOR CLARITY)
3/4" x 10' COPPER
CLAD STEEL GND ROD,
2 REQ'D PER STATION
4/0 B.C. COUNTERPOISE
#2 GRN TO BASE
PLATE (TYP)
4/0 B.C. FROM HH
GND PLATE
H20 RATED PWR HH
CENTERED STA
8+80, RT 10' SEE
NOTE 7
CRUSHED ROCK
SURFACING W/
MATERIAL PER
AWO-D-MALSF34-G008
(4) 3" SDR 11 HDPE
(1) THR
(1) STA 2+40, 4+60
(1) STA 6+70, 8+80
(1) SPARE
APRX. 190'
AIRPORT FENCING, TYP
(1) 2" GRMC STA
10+90R PWR W/
AMERACE
54MRN-18.0
(1) 2" GRMC W/
AMERACE 54MRN-18.0
STA 10+90C
3/4" x 10' COPPER CLAD
STEEL GND ROD, 2 REQ'D
PER MG-20 STATION
#2 GRN TO
BASE PLATE
(TYP)
(1) 2" SCH 80 PVC CTRL W/
6PR-#19 TO STA 12+90
4x4x4 H20 RATED
PWR HH
STA 11+10 RT 10'
4x4x4 H20 CTRL HH
STA 11+00 RT 15'
MALSF DIST RACK STA
CENTERED 11+10
SEE AWO-D-MALSF34-C012
4/0 BC COUNTERPOISE
(TYP)
4/0 BC COUNTERPOISE
(1) 2" GRMC W/
AMERACE 54MRN-10.0
(1) 2" GRMC W/ 6PR #19
CTRL
MALS STA 10+90R, 28' LT
MALS STA 10+90C
MALS STA 10+90L, 28' LT,
SECURITY FENCING PER Y001
WITH CRUSHED ROCK
SURFACING W/ MATERIAL PER
AWO-D-MALSF34-G008
3-3" PVC SCH 80
W/ THR CONDUCTORS,
2+50, 4+60
6+70, 8+80
3" PVC SCH 80 CONDUIT W/ 3-2/0, 1-#6 PWR (MALS PWR)
3" PVC SCH 80 CONDUIT W/ 3-#2, 1-#6 PWR (FLSH PWR)2" SCH 80 PVC W/ (1) 6-PR #19 (FLSH CTRL)
STA 10+67, RT 44'
STA 11+28, RT 44'
STA 10+67, LT 9'
STA 10+67, LT 20'
STA 11+00, LT 44'
H20 PWR HH FIELD LOCATE
OUTSIDE WSDOT ROW
MAINTENANCE
STAND
(1) 2" GRMC W/ 6PR #19
CTRL
(1) 2" SCH 80 PVC
W/ 3 #2, 1 #6 GRN
FLSH PWR
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
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C
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A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
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8 234567
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-C004JMS
JMS
MALSF
RUNWAY 34
STA 12+90 TO STA 14+90
PLAN AND LAYOUT
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
10'0 10'20'
SCALE: 1" = 10'
EDGE OF EXISTING ACCESS RD, TYP
RESURFACE EXISTING GRAVEL
ACCESS ROAD
STA 12+90 TO STA 14+90 PLAN VIEW
STEADY BURN/FLASHER STA 12+90, MG-20 MOUNT
SCALE: 1" = 5'-0"C004
X STEADY BURN/FLASHER STA 14+90, MG-20 MOUNT
SCALE: 1" = 5'-0"C004
X
1. PLACE GROUND ROD APPROXIMATELY 6' OUTBOARD OF THE HANDHOLE AND BOND 4/0 BC FROM
HANDHOLE AND GUARD WIRE TO IT.
2. GUARD WIRE NOT SHOWN FOR CLARITY. PLACE GROUND ROD APPROXIMATELY 6' OUTBOARD OF THE
HANDHOLE AND BOND 4/0 B.C. FROM HANDHOLE AND GUARD WIRE TO IT.
3. THE CONTRACTOR MUST RESURFACE THE EXISTING ACCESS ROAD FROM THE MALSF SHELTER TO
RUNWAY CENTERLINE AND FROM RUNWAY 34 BLAST PAD THROUGH STA 26+00, APPROXIMATELY
2,550 L.F. RESURFACING INVOLVES ROUGH LEVELING THE EXISTING ROAD SURFACE, AND THEN
RESURFACE AS FOLLOWS:
3.1. FROM STA 4+19 THROUGH STA 26+00: ADD 2" OF CLASS 6 MATERIAL AT THE CROWN TAPERED TO
1.5" AT THE ROAD EDGES. COMPACT AFTER ADDITION OF SURFACING TO 95% OF MAX DRY
DENSITY PER AASHTO T-99.
4. MAINTENANCE STAND SHALL BE PLACED PERPENDICULAR TO LIR MAST IN TILT DOWN POSITION, SEE
B/~MALSF34-C011 FOR ORIENTATION.
5. SPLICE MG-20 STEADY BURN POWER AND GROUND CABLE IN HH. USE PANDUIT PAN-LUG PARALLEL
COMPRESSION LUGS, IN POURED RESIN SPLICES. CONTRACTOR TO VERIFY CORRECT SIZING.
NOTES:
CRUSHED ROCK SURFACING TO MATCH FENCE
LINE
EXISTING GRAVEL SURFACING, LEVEL OUT
EXISTING CRUSHED ROCK SURFACING
FROM DEMOLISHED MALS STATIONS, TYP
444 H20 RATED PWR HH
CENTERED STA 12+91, 12'LT
3/4" x 10' COPPER
CLAD STEEL GND ROD,
2 REQ'D PER STATION
12+90 AND UPSTATION
4/0 B.C. FROM HH
GND PLATE
SPLICE POWER
CABLE AND GND IN
HH. SEE NOTE 5
MG-20 FLASHER
FOUNDATION AND LAYOUT,
SEE -C008, TYP
1-3" STA 12+90 PWR
GRMC W/
FLASHER: 3-#2, 1-#6
GRN, 3-#8
STDY BURN: 2-#12
AMERACE, 1-#12 GRN#2 GRN
TO JBOX
1/0 B.C. GUARD
WIRE (OFFSET
FOR CLARITY)
1/0 B.C. GUARD
WIRE (OFFSET
FOR CLARITY)
EXOTHERMIC WELD (TYP)
#2 GRN TO ICC
4/0 BC COUNTERPOISE
STATION 12+90 MG-20
444 H20 RATED CTRL HH
CENTERED STA 12+95, 16' LT
(1) 2" GRMC
W/ (2)6PR-#19
EXTENDED RWY
CENTERLINE, TYP
EXISTING GRAVEL ACCESS ROAD
CRUSHED ROCK SURFACING
444 H20 RATED
PWR HH CENTERED
STA 14+91, 12'LT
3/4" x 10' COPPER
CLAD STEEL GND ROD,
2 REQ'D PER STATION
12+90 AND UPSTATION
4/0 B.C. FROM HH GND
PLATE
SPLICE POWER
CABLE AND GND IN
HH. SEE NOTE 5
MG-20 FLASHER FOUNDATION
AND LAYOUT, SEE
AWO-D-MALSF34-C008, TYP
1-3" STA 14+90 PWR GRMC W/
FLASHER: 3-#2, 1-#6 GRN
STDY BURN: 2-#12 AMERACE, 1-#12 GRN
#2 GRN
TO JBOX
1/0 B.C. GUARD
WIRE (OFFSET
FOR CLARITY)
EXOTHERMIC WELD (TYP)
#2 GRN TO ICC
4/0 BC COUNTERPOISE
444 H20 RATED CTRL HH
CENTERED STA 14+95, 16' LT
1-2" STA 14+90 CTRL
GRMC W/ 6PR-#19
SECURITY FENCING
STA 12+69, LT 32'
STA 12+67, RT 10'
STA 15+00, LT 32'
STA 14+71, LT 32'
STA 14+71, RT 10'
SECURITY FENCING
(1) 2" SCH 80 PVC W/
6PR-#19
#2 GRN TO BASE #2 GRN TO BASE
(1) 2" SCH 80 PVC W/
3-#2, 1-#6 GRN
(2)#6 & (1)#6GRN
STEADY BURN
(1) 2" SCH 80 PVC W/
6PR-#19(1) 2" SCH 80 PVC W/
6PR-#19
STA 13+00, RT 10'
(1) 2" SCH 80 PVC W/
3-#2, 1-#6 GRN
(2)#6 & (1)#6GRN
STEADY BURN
(1) 3" SCH 80 PVC W/ (3)#2, (1)#6 GRN (FLSH),
(2)#8 & (1)#6GRN (12+90)
(2)#6 & (1)#6GRN STEADY BURN (14+90)
(1) 3" SCH 80 PVC W/ (3)#2, (1)#6 GRN (FLSH),
(2)#8 & (1)#6GRN (12+90)
(2)#6 & (1)#6GRN STEADY BURN (14+90)
(1) 2" SCH 80 PVC W/
3-#2, 1-#6 GRN
(2)#6 & (1)#6GRN
STEADY BURN
(1) 2" SCH 80 PVC W/
6PR-#19
(1) 2" SCH 80 PVC W/
6PR-#19
16
'
-
0
"
10'-0"
SECURITY FENCING
SEE -Y001
NEW UTILITY
TRANSFORMER
BY PUD
STA 11+35 RT 506'
FENCING GROUND ROD
(TYPICAL, 8 PLACES)
#2/0 B.C.
14
'
10
'
DOUBLE SWING GATE
PP
MALSF
EQUIPMENT
SHELTER
(GFM)
P
3" SCH GRMC
SEC PWR TO
MTR, 4/0 EES
BOND
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
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D
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8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
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$
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APPROVEDDATE
$F
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8 234567
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-C005JL
JL
MALSF
RUNWAY 34
SHELTER
PLOT PLAN
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
SCALE: 1" = 3'
SHELTER PLOT PLAN
TRANSFORMER LOCATION TO BE COORDINATED AND FIELD LOCATED WITH SNOPUD1
2
3
CLEAR AND GRADE, FILL WITH 6" DEPTH OF COMPACTED 3/4" GRAVEL PLOT OVER
GEOTEXTILE
INSTALL POWER RACK SEE DETAIL E002
NOTES:
60'0 60'180'
HORIZ
120'
600'0 600'1800'1200'
VERT
SHELTER CENTER
STA 11+25 RT 517'
CTRL HH
STA 11+06 RT 520'
PWR HH
STA 11+10 RT 515'
(3) 3" SCH 80 PVC (PWR)
(2) 2" SCH 80 PVC (CTRL)
4/0 BC EES (TYP) RING
GROUND RODS
AS SHOWN
(1) 3" SCH 80 PVC (PWR)
W/ (3) 2/0 , (1) #6 GRN
(1) 3" SCH 80 PVC
W/ (3)#2, (1)#6 GRN
(1) 2" SCH 80 PVC (CTRL)
W/ 6PR #19 (FLSH)
APRX 500'
1
2
3
TO DIST PANEL HH
POWER RACK
4 ACCESS ROAD SEE DETAIL ON G008
4
PLOT CORNER
STA 11+04 RT 531.75'
PLOT CORNER
STA 11+70 RT 531.75'
ACCESS ROAD
STA 11+81 RT 512'
ACCESS ROAD
STA 11+95 RT 490'
ACCESS ROAD
STA12+11 RT 531.75'
PLOT CORNER
STA 11+70 RT 502'
PLOT CORNER
STA 11+04 RT 502'
4/0 GREEN AND ORANGE
TO MAIN
GROUND PLATE
IN 3" SCH 80 PVC
4/0 GRN AND ORANGE
TO EES
FROM GROUND PLATE
IN 3" SCH 80 PVC
#2 HVAC GND (TYP)
4/0 TO STAIRS
USE TWO HOLE
BARREL CRIMP LUG
4/0 TO DOWN
CONDUCTOR
IN 1" SCH 80 PVC
4/0 TO DOWN
CONDUCTOR
IN 1" SCH 80 PVC
4/0 TO SHELTER SKID
USE TWO HOLE
BARREL CRIMP LUG
4/0 TO SHELTER SKID
USE TWO HOLE
BARREL CRIMP LUG
2'-6" TYP.
PAR-38 LAMP HEADS
C LIGHTSL
SPEC. ELEVATION
T-M TEE BAR ASSEMBLY
TEE BRACE CLAMP
(TYP. FOR MALS STATIONS)TEE BRACE ASSEMBLY
TUBE CAP
MG-20 FIBERGLASS LIR POLE
MG-20 MOUNTING STAND
ASSEMBLY, SEE DETAIL THIS SHEET
1/2"LIQUIDTIGHT FLEXIBLE
METALLIC CONDUIT FROM
CONDULET TO BOTTOM
OF MOUNTING STAND
2" CAST ALUMINUM LB-STYLE CONDUIT
BODY, SEE DETAIL THIS SHEET
1" SCH 80 PVC
W/ #2 B.C.
2" GRMC TO HH
FLASHER ASSEMBLY: JAQUITH PAR 56 FLASHER
(GFM) MOUNTED ON L-5017FT BRACKET W/
JBOX (GFM), AND SECURED WITH SINGLE
TRUNION CLAMP P/N 4737 AS HIGH ON POLE AS
POSSIBLE
1/2"LIQUIDTIGHT FLEXIBLE
METALLIC CONDUIT FROM ICC TO
BOTTOM OF MOUNTING STAND
INDIVIDUAL CONTROL CABINET (ICC)
2" GRMC TO HH
JUNCTION BOX
GRMC TO JBOX
FRANGIBLE ANCHOR
BOLTS INSIDE RSA
LIR STRUCTURE
LIR MAINTENANCE
STAND
NOTE: LOWER
TOWER TO VERIFY
C/L OF FOUNDATION
DISTANCE = 3/4 TOWER HEIGHT
(OR AS DIRECTED BY RE)
4'
-
0
"
LAMPHEADS
#16 GROUND WIRES FROM EACH
LAMPHEAD ROUTED WITH POWER WIRES
(NOT SHOWN)
WIRES HAVE SLACK IN
CROSSBAR AND TOPCAP
SO THE LAMPHEADS CAN BE
LIFTED AT LEAST 18" ABOVE
THE CROSSBAR
CROSSBAR & TUBE CAP
SPLICES 18" BELOW TUBE CAP.
WIRES IN LIR TUBE HAVE ENOUGH
SLACK SO THAT THE ENTIRE
CROSSBAR/TUBE CAP CAN BE LIFTED
AT LEAST 5' FROM THE TOP OF THE
LIR TUBE
LIR TUBE
TWO WIRE PIGTAIL ASSEMBLY
(AMERACE P/N #95MPF-X.X WHERE
X.X IS LENGTH IN METERS) INCLUDES:
STYLE 1 PLUG AND (2)-#12 LEADS
GND IS ROUTED SEPARATELY
WITH HEAT SHRINK INSULATED
BUTTED SEAM QUICK DISCONNECT
(3M MNHU10-250DFIX & MNHU10-250DMIX)
PLACED 4" ABOVE THE TOP OF
THE FRANGIBLE COUPLING
TOC
L1 G N
TWO WIRE CABLE RECEPTACLE LEAD
(AMERACE P/N #95MR7F-X.X
WHERE X.X IS LENGTH IN METERS)
INCLUDES: STYLE 7 RECEPTACLE AND
(2)-#12 LEADS
L1
G
N(3) -600V CONDUCTORS
TO DISTRIBUTION RACK
(2) 1/C #16 STR FROM
EACH LAMPHEAD, TYP
(#16 GND NOT SHOWN)
(2) 1/C #12 STR &
(1) #12 STR GND
CABLE CLAMP HOLDS
RECEPTACLE INSIDE
FRANGIBLE COUPLING
(CROUSE-HINDS #25003)
SPLICE #12'S & GND FROM
AMERACE LEADS TO INCOMING
CONDUCTORS AT PULL BOX
NEAR STATION USING POLARIS
SSWB2/0P CONNECTORS (3) REQ'D
AT EACH STATION
*** AT STA 10 AMERACE
LEADS RUN DIRECTLY TO
THE DISTRIBUTION RACK***
1/2" LIQUIDTIGHT STRAIGHT CONNECTOR
CONNECTED TO THREADED KO IN BOTTOM
OF MG-20 BASE, USE KO FURTHEST FROM
HINGE BAR
BOTTOM OF
MG-20 BASE
1/2" SUNLIGHT RESISTANT
LIQUIDTIGHT FLEXIBLE
METALLIC CONDUIT
1/2" LIQUIDTIGHT
45° CONNECTOR
2" TO 1/2" REDUCING BUSHING
TWO-WIRE PIGTAIL ASSY W/
STYLE 1 PLUG, GND IS ROUTED
SEPARATELY WITH HEAT SHRINK
INSULATED BUTTED SEAM QUICK
DISCONNECT (3M MNHU10-250DFIX
& MNHU10-250DMIX) PLACED 4"
ABOVE THE TOP OF THE FRANGIBLE
COUPLING
2" CAST ALUMINUM
LB-STYLE CONDUIT BODY
W/ COVER & GASKET
2" RAINTIGHT EMT COMPRESSION
TYPE CONNECTOR
2" EMT NIPPLE
APPLY A SMALL AMOUNT OF ANTI-SEIZE
COMPOUND PRIOR TO INSERTING INTO
COUPLING OR CONNECTOR2" FRANGIBLE COUPLING
1"
TOP OF CONCRETE 2" LOCKNUT
2" GRMC COUPLING
TOP OF COUPLING 1/8" ABOVE TOCCABLE CLAMP HOLDS RECEPTACLE
INSIDE FRANGIBLE COUPLING
(CROUSE-HINDS #25003) DRILL
ADDITIONAL HOLE IN CLAMP FOR GROUND
(OFFSET INTO GRMC COUPLING FOR
CLARITY CLAMP SITS ON LIP INSIDE
FRANGIBLE COUPLING)
PLUG AND RECEPTACLE CONNECTOR
2" GRMC EMBEDDED IN CONCRETE
TWO-WIRE CABLE RECEPTACLE LEAD
W/ (2) #12 & SEPARATE #12 GRN
TO PULLBOX NEAR STATION
ENOUGH SLACK REMAINS SO THAT THE
TUBE CAP AND CROSSBAR CAN BE
REMOVED AT LEAST 5' FROM THE TOP OF
THE LIR TUBE
SPLICES 18" BELOW THE TUBE
CAP (TYP). USE WIRENUTS OR
OTHER APPROVED METHOD
(2)-#12 STR & (1)-#12 GND
WIRE COILS ATTACHED TO TIE
WRAP LOOP ON TUBE CAP
TUBE CAP ASSEMBLY
(1)-#16 STR GRN GND ROUTED OUT WEEP
HOLE ON BACK OF EACH LAMPHOLDER AND
ATTACHED WITH RING TERMINAL TO BONDING
SCREW ON LAMPHOLDER
STEADY-BURN LAMP HEAD
(2)-#16 STR & (1)-#16 STR GND
TO EACH LAMP HEAD, WIRES
HAVE ENOUGH SLACK TO
ALLOW LAMP HEADS TO LIFT AT
LEAST 18" ABOVE CROSSBAR
CUT SLIT IN GASKET AS REQUIRED TO
ROUTE CONDUCTORS
FLASHER HEAD PIGTAILS CONNECTED TO
CONDUCTORS FROM ICC WITH FULLY
INSULATED QUICK CONNECT TERMINALS
(MALE END ON FLASHER HEAD WIRES)
PLACE ANTI-SEIZE ON
ALL THREADS
GROUND SCREW
(1) #12 GRN GROUND
FLASHER HEAD
(5)- 3KV PIGTAIL CONDUCTORS (PART OF FLASHER HEAD)
& (1) #12 GND. PIGTAILS ARE UNCUT. WIRES HAVE
ENOUGH SLACK TO ALLOW FLASHER HEAD TO LIFT AT
LEAST 18" ABOVE TUBE CAP.
(2) - #12 (3KV); (3) - #20 (3KV); (1) - #12 (GND)
WIRE COILS ATTACHED TO
TIE WRAP LOOP ON TUBE CAP
(2) - #12 (3KV)
(3) - #20 (3KV)
(1) - #12 (GND)
ENOUGH SLACK REMAINS
SO THAT THE TUBE CAP AND
LAMP HEAD CAN BE REMOVED
AT LEAST 5' FROM THE TOP
OF THE LIR TUBE.
FIBERGLASS LIR
APPROACH MAST
NOTE: THESE ARE
MOUNTED ON THE SAME
POLE
LIQUIDTITE CONDUIT
JAQUITH L5017FT OR EQUAL
FLASHER BRACKET W/ JBOX
(GFM)
TUBE CAP ASSEMBLY
SINGLE TRUNION CLAMP
W/ SIDE BRACKETS
JAQUITH P/N 4737 (GFM)
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
A
T
E
$
$
T
I
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$
$
N
A
M
E
$
APPROVED
DATE
$F
I
L
E
S
$
8 234567
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1
B
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DO N
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DO N
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DO N
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N
DO N
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N
DO N
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N
DO N
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N
DO N
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DO N
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N
DO N
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DO N
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DO N
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-C010JMS
JMS
MALSF
RUNWAY 34
LIR STEADY BURN WITH FLASHER
STA 10+90C, 12+90, AND 14+90 CONT'D
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA
BI
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ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
SCALE: NOT TO SCALE
MG-20 LIR STEADY/FLASHER (PROFILE VIEW)
SCALE: NOT TO SCALE
LB-STYLE CONDUIT BODY DETAIL
SCALE: NOT TO SCALE
LOCATING MAINTENANCE STAND SCALE: NOT TO SCALE
MALS WIRING FOR LIR STEADY/FLASHER STATIONS
SCALE: NOT TO SCALE
MALS WIRING SCHEMATIC FOR STEADY BURN LIR STATIONS
NOTES
1. THE FOLLOWING ITEMS WILL BE GFM, INDIVIDUAL CONTROL CABINETS (ICC),
MG-20 BASE PLATES, MG-20 LIR POLES, MG-20 FRANGIBLE BOLT SET, AND LIFTING
LOWERING DEVICE (WINCH).
FLASHER HEAD PIGTAILS CONNECTED TO
CONDUCTORS FROM ICC WITH
HEAT SHRINK INSULATED
BUTTED SEAM QUICK DISCONNECT
CRIMP ON TYPE SUCH AS
3M MNHU14-250DFIX & MNHU14-250DMIX
(MALE END ON FLASHER HEAD WIRES)
PLACE ANTI-SEIZE ON
ALL THREADS
GROUND SCREW E1
(1) #14 GRN GROUND
FLASHER HEAD
SEE NOTE 1
(4)- PIGTAIL CONDUCTORS
(PART OF FLASHER HEAD) & (1)
#14 GND. PIGTAILS ARE UNCUT.
WIRES HAVE ENOUGH SLACK TO
ALLOW FLASHER HEAD TO LIFT
AT LEAST 18" ABOVE TUBE CAP.
CABLE IDs ARE AS FOLLOWS:
-V400 #14 AWG (BLACK)
-GND #14 AWG (WHITE)
-TRIG #14 AWG (RED)
-ILOCK #14 AWG (BLUE)
-FGND #14 AWG (GREEN)
SEE NOTE 2
TUBE CAP ASSEMBLY
WIRE COILS ATTACHED TO
TIE WRAP LOOP ON TUBE CAP
(5) #14 XHHW-2
ENOUGH SLACK REMAINS
SO THAT THE TUBE CAP AND
LAMP HEAD CAN BE REMOVED
AT LEAST 5' FROM THE TOP
OF THE LIR TUBE.
FIBERGLASS LIR APPROACH MAST
FL
A
S
H
E
R
C
A
B
L
E
TO
I
C
C
1/2" LIQUIDTIGHT
FLEXIBLE METALLIC CONDUIT
TO LIR BASE
1/2" LIQUIDTIGHT
STRAIGHT FITTING (TYP.)
2"GRMC
5-HOLE FLAT PLATE FITTING
(P1726-HDG, 2 REQ'D)
5-HOLE FLAT PLATE FITTING
(P1873-HDG, 2-REQ'D)
POST BASE (P2072A-HDG)
2 REQ'D. BASE MOUNTED
TO FOUNDATION WITH 1
2" x 3 34" TYPE 316
STAINLESS STEEL WEDGE ANCHORS
(RED HEAD WW-1236 OR APPROVED EQUAL)
INDIVIDUAL
CONTROL
CABINET
(ICC)
FA-32000/1
(GFM)
JUNCTION
BOX
4'
-
0
"
4'-10"
6"6"6"
1" CAST ALUMINUM TYPE "LL"
& TYPE "LR" (2 OF EACH REQ'D)
CONDUIT BODY
1" SCH 80 PVC
W/ SWEEP
2" GRMC COUPLING,
SET 1/8" ABOVE TOC
(+1/8" / -0")
1" PVC MA, W/ LOCKNUT AND PVC BUSHING
1-5/8" P1000T (SLOTTED) HDG UNISTRUT.
UNISTRUT LAID OUT SO ENCLOSURES FIT PROPERLY
ENCLOSURES ATTACHED TO UNISTRUT WITH 1/4"
AND 3/8" STAINLESS STEEL BOLTS AND SPRING
CHANNEL NUTS
SEE NOTE 6
1" SCH 80 PVC
W/ SWEEP
1"GRMC
4/0 B.C. FRAME GROUND
CONNECT W/ TWO HOLE
LONG BARREL COMPRESSION
CONNECTOR
AS REQ'D
3"
3/4" HIGH
LETTERS (TYP)
3/8" DIA HOLES
FOR MOUNTING
NOTES
1. EACH STATION IS IDENTIFIED BY ITS NUMBER AND AIMING ANGLE. SEE MALSR LAYOUT DRAWING FOR AIMING
ANGLE OF EACH LIGHT.
2. LABELS ARE MADE OF TYPE 316 STAINLESS STEEL WITH BLACK LETTERS.
3. LABELS ARE ATTACHED TO EMT STATION FOUNDATIONS USING HEAVY-DUTY TAPCON SCREW ANCHORS.
LABELS ARE ATTACHED TO MG-20/30/40 STATION STEEL FRAMES USING STAINLESS STEEL BOLTS, NUTS, AND
FLAT WASHERS. COORDINATE MOUNTING LOCATIONS WITH RESIDENT ENGINEER.
FLASHER JUNCTION BOX
(HOFFMAN A24H2010ALLP
W/ A24P20AL BACK PANEL)
JBOX BACK PANEL
DIN RAIL-PHOENIX CONTACT #1206421
TERMINAL BLOCKS-PHOENIX CONTACT #3044131 (12 REQ'D)
END STOPS-PHOENIX CONTACT #0800886 (2 REQ'D)
GROUND LUG
(ILSCO NBAE-0409-2)
POWER DISTRIBUTION BLOCK,
ILSCO PDH-12-350-3 W/ COVER
GND
TB1L1NL2
TB2
2" GROUNDING TYPE
MYERS HUB
POWER
TO ICC
POWER
IN
CTRL
IN
TO EES
1" GRMC W/
GROUNDING TYPE MYERS HUBS1" SCH 80 PVC
W/ MA, LOCKNUT
AND PVC BUSHING
W/ #2 GRN
POWER
TO ICC
3"4"4"4"4"4"3"
2"
6"
7
1
/
2
"
4
1
/
2
"
3"3"3"3"
℄
℄
℄
℄
JUNCTION BOXINDIVIDUAL CONTROL CABINET FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
A
T
E
$
$
T
I
M
E
$
$
N
A
M
E
$
APPROVED
DATE
$F
I
L
E
S
$
8 234567
H
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1
B
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S
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:
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DO N
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DO N
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DO N
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DO N
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DO N
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N
DO N
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DO N
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DO N
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DO N
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N
DO N
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DO N
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PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
ARLINGTON
AWO-D-MALSF34-C011ADM
ADM
MALSF
RUNWAY 34
MG-20 LIR
FLASHING STATION - 2
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ENGINEERING SERVICES
bi
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WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE WSA AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
NOTES:
NOT TO SCALE
FLASHER JUNCTION BOX
SCALE: 3/4"=1'-0"
FLASHER ICC AND JUNCTION BOX (PROFILE VIEW)
NOT TO SCALE
TYPICAL FLASHER LIGHT INSTALLATION ON LIR MAST
NOT TO SCALE
MALSR STATION IDENTIFICATION LABEL
1. REMOVE LIQUIDTIGHT FITTING FROM FLASHER HEAD PRIOR TO MOUNTING ON LIR MAST.
2. THERE ARE TWO "GROUNDS" WHICH RUN FROM THE ICC TO THE FLASHER HEAD, THE GREEN
CONDUCTOR CONNECTS TO GROUND TERMINAL E1 IN THE FLASHER HEAD AND GROUND TERMINAL E1 IN
THE ICC. THE WHITE CONDUCTOR CONNECTS TO TB1-3 IN THE ICC.
3. ALL EXTERNAL HARDWARE IS HOT DIPPED GALVANIZED OR STAINLESS STEEL, AS APPROVED. ALL CUT
EDGES ARE FILED SMOOTH AND HDG COMPONENTS ARE TREATED WITH A COLD GALVANIZED
COMPOUND.
4. COMPONENTS ARE IDENTIFIED WITH WEATHER-PROOF LABELS. SEE DETAIL SHEET PWT-D-MALSR20-C016.
EXACT WORDING MUST BE APPROVED BY THE RESIDENT ENGINEER.
5. MYERS HUB TYPE FITTINGS ARE USED FOR CONNECTIONS ON ABOVE GROUND GRMC.
6. A MINIMUM OF (2) HORIZONTAL MEMBERS ARE REQUIRED. IF ADDITIONAL UNISTRUT IS REQUIRED TO
ATTACH THE ELECTRICAL EQUIPMENT, THE CONTRACTOR SHALL USE ADDITIONAL P1000T. THE
CONTRACTOR SHALL USE P1380A CONNECTION PLATES TO ATTACH THESE ADDITIONAL MEMBERS.
7. APPLY A SMALL AMOUNT OF COPPER BASED ANTI-SEIZE TO ALL THREADED CONNECTIONS PRIOR TO
INSERTION.
8. INSULATED GROUNDING BUSHINGS OR GROUNDING TYPE MYERS HUBS SHALL BE INSTALLED AT THE
ENDS OF ALL METALLIC CONDUIT AND BONDED WITH A #6 GREEN BONDING JUMPER.
9. FINAL PLACEMENT OF THE COMPONENTS ON THE RACK AND LOCATIONS OF KNOCKOUTS SHALL BE
COORDINATED WITH THE RESIDENT ENGINEER.
SCALE: 1-1/2"=1'-0"
FLASHER ICC AND JUNCTION BOX CONDUIT LAYOUT (PLAN VIEW)
6"
6"
STAND PLATE MG-20
ROUGHEN O.D.
ROUGHEN I.D.
TUBE "A"
(CUT TO LENGTH)SEE FIG. 10
CUT T
O
L
E
N
G
T
H
LIFTING BAR
SEE FIG. 10
ANCHOR BOLTS
5/8"-11 UNC BOLTS
(REMOVE TO LOWER TOWER)
TEE BAR
CUT SLOT
(SEE FIG. 10)
TEE BRACE
TUBE CAP
CLAMP
TUBE CAP
TUBE "A" OR "B"
℄ OF TAPPED HOLES (2)- 1/2" NPT HOLES
(UNUSED HOLES SEALED
W/ ALUMINUM PLUG)
STAND PLATE MG-20
5/8" - 11 UNC STUDS
PIVOT
DIRECTION
PIVOT ROD
ANCHOR BOLTS (4 TYP.)
MOUNTING FRAME
5/8"-11 UNC x 1-1/2" HEX BOLT (2 TYP.)
STUDS TO SECURE LIFTING BAR
2" HOLE. UNUSED HOLE SEALED
W/ GALV PIPE PLUG (OATEY 2"
TEST PLUG NO. 33421)
TILT DEVICE
SHACKLE
TOP OF CONCRETE
SAND INSIDE SURFACE,
IF REQ'D TO FIT TUBE CAP
FILL HOLE W/ RTV 732
SILICONE ADH. (4 PLS)
3/32"
2-
1
/
8
"
.035-.050 HACKSAW
BLADE THICKNESS
CUT (4) SLOTS 90° APART.
ORIENTATION OF SLOTS TO
MTG. STAND IS NOT CRITICAL.
2"
TEE BAR
℄ PARALLEL TO
RUNWAY CENTERLINE
MAINTENANCE STAND
LIFTING BAR
TILT DEVICE
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
A
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E
$
$
T
I
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$
$
N
A
M
E
$
APPROVED
DATE
$F
I
L
E
S
$
8 234567
H
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D
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1
B
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D
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DO N
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N
DO N
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DO N
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N
DO N
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DO N
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DO N
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DO N
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DO N
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DO N
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N
DO N
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DO N
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DO N
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-C012JMS
JMS
MALSF
RUNWAY 34
LIR ASSEMBLY DETAILS
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA
BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
1234567
WA
SCALE: NOT TO SCALE
FIGURE 1: LIR MAST
NOTES
1. L.I.R. STRUCTURES MANUFACTURED BY JAQUITH INDUSTRIES, INC. SYRACUSE, NY (315-478-5700).
2. ALL DETAILS SHOWN ON THIS DRAWING ARE FOR INFORMATION ONLY.
3. THE LOW-IMPACT RESISTANT (L.I.R.) STRUCTURES ARE TO BE USED TO SUPPORT LIGHTS OF AN
APPROACH LIGHTING SYSTEM IN A FIXED ALIGNMENT & ORIENTATION AT HEIGHTS FROM 6'-1" TO 40'.
4. L.I.R. STRUCTURES WILL BE LOWED AND RAISED BY TILTING THE STRUCTURE ABOUT THE TILT AXIS.
5. SEE MANUFACTURER'S INSTRUCTION MANUAL FOR SPECIFIC ASSEMBLY INSTRUCTIONS.
NOTES
1. SEE PLAN AND PROFILE DRAWINGS FOR LIGHT PLANE ELEVATIONS. LIR STRUCTURES SHALL BE CUT AND
ASSEMBLED SO THAT THE LIGHTS ARE AT THE CORRECT LIGHT PLAN ELEVATION (AS MEASURED FROM THE CENTER
OF THE LAMP)
2. CUTTING AND BONDING INSTRUCTIONS:
SEE FIGURES 1, 2, & 3. CUT TUBE LENGTH FROM "A" AND "B" TUBES AS REQUIRED USING A TABLE SAW WITH A
DIAMOND OR CARBIDE ABRASIVE BLADE. ALTERNATIVELY AN ANGLE GRINDER WITH A DIAMOND OR CARBIDE
ABRASIVE DISC CAN ALSO BE USED. ALL SAW CUTS SHALL BE AT A RIGHT ANGLE TO THE TUBE AXIS. DE-BURR SAW
CUT EDGES WITH A FILE. FOR BONDING, ROUGHEN THE SURFACES TO BE BONDED, AS SHOWN IN FIGURES 1, 2, & 3
USING A MEDIUM GRIT SANDPAPER. CLEAN SURFACES THOROUGHLY WITH A SOLVENT (TRICHLOROETHYLENE OR
ACETONE). MIX EQUAL PARTS OF CHEMLOC 304-1 EPOXY RESIN & 304-2 HARDENER, STIR THOROUGHLY BUT AVOID
AIR INCLUSION. FOR EACH JOINT TO BE BONDED, SPREAD A LIGHT COAT OF MIXED ADHESIVE ON BOTH SURFACES
TO BE BONDED.
FOR MG-20: SLOWLY SLIDE TUBE ONTO STAND PLATE WHILE ROTATING IT TO EXCLUDE AIR. CURE 48 HOURS AT
ROOM TEMPERATURE ABOVE 65° F.
3. ASSEMBLY INSTRUCTIONS:
IMPORTANT-ALL LIR STURCTURES ARE TO BE ASSEMBLED IN HORIZONTAL POSITION (SEE FIGS 4 & 8). ELECTRICAL
WORK IS NOT SHOWN ON THIS SHEET.
MG-20: USE MOUNTING STAND ASSEMBLY SHOWN IN FIG. 9. SET MOUNTING STAND ON ANCHOR BOLTS, SHIM TO
LEVEL. FASTEN WITH (4) 34" NUTS. REMOVE (2) 58" BOLTS AT REAR OF MOUNTING STAND ASSEMBLY AND PIVOT
INNER SECTION UP TO VERTICAL POSITION. PLACE STAND PLATE (BOTTOM OF MAST) OVER (4) 58" STUDS IN
MOUNTING STAND AND FASTEN WITH HEX NUTS. NOTE POSITION OF TAPPED HOLES IN STAND PLATE USED FOR
ATTACHING LIQUIDTIGHT, SEE FIGURE 6.
4. RAISE EACH LIR STRUCTURE (MG-20) TO VERTICAL POSITION. LEVEL AND PLUMB EACH LIR STRUCTURE BASE AND
MAST.
5. FOR WIRING ACCESS TO THE TEE BAR CUT A SMALL HOLE IN THE RUBBER LINER OF THE TUBE CAP. DO NOT
REMOVE THE RUBBER LINER.
6. IF THE STATION REQUIRES FUSE BOLTS SEE DETAIL ON SHEET AWO-D-MALSF34-C008.
SCALE: NOT TO SCALE
FIGURE 2: LIR MOUNTING STAND ASSEMBLY
SCALE: NOT TO SCALE
FIGURE 3: TEE BAR ASSEMBLY
SCALE: NOT TO SCALE
FIGURE 4: LIR MOUNTING STAND ASSEMBLY
SCALE: NOT TO SCALE
FIGURE 6: INSTALLATION TOLERANCES
SCALE: NOT TO SCALE
FIGURE 5: FIELD CUT SLOTS & HOLES
SCALE: NOT TO SCALE
MG-20 LIR IN SERVICE POSITIONSCALE: NOT TO SCALE
MG-20 MOUNTING STAND ASSEMBLY
PLAN
ELEVATION
TILT-DEVICE ATTACHED TO
STA 2
ST
A
2
&
4
TH
R
ST
A
6
&
8
ST
A
1
0
C
,
1
0
L
,
1
0
R
(
3
C
O
N
D
U
I
T
)
30A
20A
20A
20A
20A
20A
20A
20A
NG
INCOMING POWER
FROM MALSR SHELTER
THR 1
THR 2
STA 2
STA 4
STA 6
STA 8
STA 10C
STA 10L
STA 10R
ST
A
1
2
&
1
4
JUNCTION BOX DISTRIBUTION PANEL
SPARE
STA 12
STA 14
STA 4
STA 6
STA 8
STA 12
STA 14
THR
THR
10L
10C
10R
2" EMT W/
(3) #2 XHHW-2 & (1) GND XHHW-2
SEE NOTE 11
2" EMT MALE
COMPRESSION
CONNECTOR
SQUARE D NQ18L1C
PANELBOARD INTERIOR
WITH MH26WP NEMA 3R
ENCLOSURE
24"x24"x8" JCT BOX
HOFFMAN A24H2408ALLP
W/ A24P24AL PANEL
20A
20A
ILSCO PDC-11-2/0-3 (x11)
POWER DISTRIBUTION BLOCKS
(POWER, NEUTRAL, & GND) +
(1) PDC-11-2/0-1 FOR GND ON
THRESHOLD CIRCUIT
70A
L1
L2
(7) 2" GRMC
1/0 B.C. GUARD WIRE, OFFSET FOR
CLARITY TERMINATE GUARD WIRE WITH
EXOTHERMIC WELD AT DISTRIBUTION
RACK COUNTERPOISE (2) 2" SCH 80 PVC
(1) 2" SCH 80 PVC
(1) 2" SCH 80 PVC
(3) 3" SCH 80 PVC
4/
0
B
C
4/
0
B
C
4/
0
B
C
4/0 BC
4/0 BC
#2 GRN #2
G
R
N
3/4" x 10' COPPER CLAD
STEEL GROUND ROD (TYP.)
4/0 B.C. COUNTERPOISE, BURIED
2' DEEP AND BTWN 2' & 6' FROM
FOUNDATION EDGE
1"
S
C
H
8
0
P
V
C
(T
Y
P
.
)
8'x6'x3' DEEP CONCRETE
FOUNDTION (FORM TO FULL
DEPTH, 4000 PSI
COMPRESSIVE STRENGTH,
BROOM FINISH)
A
C0
1
2
PANEL JBOX
MALSR
CTRL
MALSR
POWER
B
C0
1
2
8'-0"
6'
-
0
"
(2) 3" SCH 80 PVC TO STA 12, 14
(3) 2" GRMC
TO STA 10
6'-0"
PIPE CAP
THOMPSON #28R
DOWN CONDUCTOR
VINYL END CAPS ON
ALL UNISTRUT
POWER
PANEL
JUNCTION
BOX
2" GRMC
THOMPSON #804
U-BOLT BONDING
CLAMP (4 REQ'D)
(7) 2" EMT
(2) 1" SCH 80 PVC
EXOTHERMICALLY WELD
#28R TO 4/0 18" ABOVE TOC (TYP.)
1" CHAMFER (TYP.)
1" SCH 80 PVC W/ SWEEP (TYP.)
4/0 TO GROUND ROD
(TYP.)
2" GRMC COUPLING
LOCKNUT, AND
FRANGIBLE COUPLING (TYP.)
2" GRMC (TYP.)1" SCH 80 PVC
W/ #2 GRN TO EES
(TYP.)
6" OF 3/4" MINUS COMPACTED
CRUSHED ROCK
3'
-
0
"
4'
-
0
"
THOMPSON #166 COPPER
SUPPORT LOOP (4 REQ'D)
THOMPSON #56BT AIR TERMINAL
(1/2" x 18") W/ THOMPSON #636 BASE
DOUBLE (BACK TO BACK) HDG SLOTTED UNISTRUT, P1001T,
WITH SINGLE P1000T BOLTED ON TO INCREASE DEPTH, MINIMUM
(3) CROSSMEMBERS CONSTRUCTED OF THE P1000T & P1001T,
ATTACHED TO BACK OF EMT (ASSEMBLY CAN BE SUBSTITUTED
WITH P5001T EXTRA DEEP BACK TO BACK CHANNEL AT
CONTRACTOR'S DISCRETION). UNISTRUT LAID OUT SO
ENCLOSURES FIT PROPERLY. UNISTRUT ATTACHED TO EMT WITH
PIPE STRAPS. ENCLOSURES ATTACHED TO UNISTRUT WITH 1/4"
AND 3/8" SPRING CHANNEL NUTS, BOLTS AND WASHERS.
CROUSE-HINDS 25684-1, FLOOR
FLANGE, ANODIZED ALUMINUM
FRANGIBLE COUPLING, LOCKNUT,
AND 2" EMT FOR VERTICAL
SUPPORTS - (4) PLACES FLOOR
FLANGE MOUNTED TO
FOUNDATION WITH 1/2" x 3-3/4"
WEDGE ANCHORS (RED HEAD
WW-1236 OR EQUAL)
EMT IS BOTTOMED OUT IN
FRANGIBLE COUPLING
(TYPICAL FOR ALL FRANGIBLES)
APPLY A SMALL AMOUNT OF
ANTI-SEIZE COMPOUND PRIOR
TO INSERTION INTO COUPLING
FRANGIBLE COUPLING
(ANODIZED ALUMINUM)
2" LOCKNUT
TOP OF FOUNDATION
APPLY ANTI-SEIZE ON ALL
THREADED CONNECTIONS
1/2" x 3 3/4"
WEDGE ANCHORS (RED HEAD WW-1236)
CROUSE-HINDS #25684-1
FLOOR FLANGE
#4 60 KSI HORIZONTAL REBAR
EQUALLY SPACED, BOTH WAYS,
IN (4) MATS. CUT OUT REBAR TO
ACCOMMODATE CONDUITS (AS
REQ'D) REBAR NOT SHOWN IN SOME
PLACES FOR CLARITY
#4 60 KSI VERTICAL REBAR
PLACED AT EACH EXTERIOR
HORIZONTAL INTERSECTION
(30 REQ'D)
6'
-
0
"
8'-0"
3" COVER (TYP.)
AS REQUIRED
1.5" (OR AS REQ'D)
ATTACH LABEL TO EQUIPMENT
W/ STAINLESS STEEL POP RIVETS
7/16" HIGH LETTERS
1/4" HIGH LETTERS
PHENOLIC LABEL
(TEXT IS WHITE ON BLACK BACKGROUND)
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
A
T
E
$
$
T
I
M
E
$
$
N
A
M
E
$
APPROVED
DATE
$F
I
L
E
S
$
8 234567
H
G
F
E
D
C
A
1
B
IS
S
U
E
D
F
O
R
:
ED
M
:
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-C013JMS
JMS
MALSF
RUNWAY 34
STEADY BURN DISTRIBUTION RACK
aw
o
-
d
-
m
a
l
s
f
3
4
-
c
0
1
3
.
d
w
g
NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA
BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
NOTES:
1. ALL MATERIAL IS CONTRACTOR FURNISHED EXCEPT WHERE NOTED OTHERWISE.
2. UNLESS OTHERWISE NOTED, ALL EXTERNAL HARDWARE IS HOT DIPPED GALVANIZED OR STAINLESS STEEL, ALL
CUT EDGES FILED SMOOTH AND TREATED WITH A COLD GALVANIZING COMPOUND.
3. IDENTIFY ALL COMPONENTS (SPARE PARTS CABINETS, DISCONNECT SWITCH, JUNCTION BOX, ETC.) WITH
WEATHER-PROOF LABELS HAVING WHITE LETTERS ON A BLACK BACKGROUND. SEE DETAIL THIS SHEET. ALL LABELS
TO BE APPROVED IN ADVANCE BY THE RESIDENT ENGINEER.
4. UNISTRUT RACK SHALL BE ASSEMBLED PRIOR TO CONCRETE PLACEMENT TO ENSURE CORRECT LOCATION OF
EMBEDDED CONDUITS.
5. FINAL PLACEMENT OF THE COMPONENTS ON THE RACK AND LOCATIONS OF KNOCKOUTS SHALL BE COORDINATED
WITH THE RESIDENT ENGINEER.
6. ALL THREADED AND COMPRESSION CONNECTIONS SHALL BE LOCKED DOWN TIGHT AND WIGGLE FREE.
7. ALL CONNECTIONS SHALL BE MADE WITH RAINTIGHT FITTINGS. GRMC CONNECTIONS MADE WITH MYERS HUB
TYPE CONNECTIONS.
8. INSULATED GROUNDING BUSHINGS SHALL BE INSTALLED AT THE ENDS OF ALL CONDUIT AND BONDED WITH A #6
GREEN BONDING JUMPER.
9. UNLESS OTHERWISE INDICATED ALL CONDUIT ON RACK IS 2" GRMC.
10. APPLY A COPPER BASED ANTI-SEIZE COMPOUND ON ALL THREADED CONNECTIONS.
11. SPLICE INCOMING POWER CABLES IN HANDHOLE NEAR DISTRIBUTION RACK. USE (3) POLARIS SSWB350P (GND
NOT SPLICED)
SCALE: 3/8" = 1'-0"
MALS DISTRIBUTION RACK PLOT PLAN
SCALE: 3/8" = 1'-0"
DISTRIBUTION RACK (PROFILE VIEW)A
SCALE: 3/8" = 1'-0"
DISTRIBUTION RACK (PROFILE VIEW)B
SCALE: 3/8" = 1'-0"
MALS DISTRIBUTION RACK FOUNDATION (PLAN VIEW)
NOT TO SCALE
TYPICAL EQUIPMENT LABEL
NOT TO SCALE
TYPICAL RACK MOUNTING FOOT
NOT TO SCALE
DISTRIBUTION RACK WIRING
16'-0" EXTERIOR WALL
6"x6"x15' SQUARE DUCT
12
'
-
0
"
E
X
T
E
R
I
O
R
W
A
L
L
11
'
-
3
1
/
2
"
I
N
T
E
R
I
O
R
DESK
CABINET
A
A001
B
A001
C
A001
D
A001
H
A002
E
A002
F
A002
G
A002
12
'
-
6
"
R
O
O
F
T
R
I
M
16'-6" ROOF TRIM
15'-3 1/2" INTERIOR
GFCI IN
LOCKABLE BOX
2 27
10 10 10
101010
SPD MAIN PNL MTS
100A EMERGENCY
RECEPTACLE
DOOR HOOD
STAIRS AND
LANDING
TSAT
11
A
B
1" SCH 80 PVC
W/ (1) 4/0 GRN FROM MAIN
GROUND PLATE TO EES
11
"
10
'
-
7
"
9'
-
0
"
LIGHT FIXTURELIGHT FIXTURE
NEW
XFMR
NEW
MALSF
POWER
AND
CONTROL
ASSEMBLY
(PCA)
NEW
A/G
1-1/2" EMT
TO PANEL
(2) 2" LFMC
1'-4"
NEW
POWER
ISOLATION
UNIT
6"x6"x15' SQUARE DUCT
(4) 2" EMT TO PCA
(3) 2" EMT TO PIU
(1) 2" EMT TO MALS D/C
(1) 2" EMT TO FLSR D/C
(1) 1" EMT TO A/G
NEW
MALS
DISC
NEW
FLSR
DISC
2'-0"
4" TYP.
6'
-
0
"
4"
(2) 1" SCH 80 PVC
8"
2'
-
6
"
5
1
/
2
"
TWO-HOLE GROUND
LUG FOR 4/0
QUAD
1
QUAD
1
4/0 XHHW-2 GRN,
TO OTHER BUILDING CORNER
3"Ø PVC THRU WALL, WITH
4/0 XHHW-2 GRN, TO EES
(3) 3" GRMC
(2) 2" GRMC
THRU FLOOR
W/ ERICKSONS
1'-0"1'-0"
6'
-
0
"
5'
-
8
"
MTS
200A
MAIN
PANEL
150A MAIN
42SP ENC.
SPD
3" Ø GRMC THRU
W/ GND BUSHING
2" Ø GRMC
1-1/4"
GRMC
1-1/2" Ø
GRMC
THRU (2) 2" Ø GRMC
THRU FLOOR
W/ ERICKSON
& CAPSLB ON INT.
AND EXT.
#2 GRN
TO EESTWO-HOLE GROUND
LUG FOR 4/0
3" Ø PVC THRU
W/ 4/0 AWG TO EES
12 20
C
5 6
EG
A B C D E F G
H I J K L M
F
QUAD
1
℄
A B
B
G
℄
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
A
T
E
$
$T
I
M
E
$
$N
A
M
E
$
APPROVED
DATE
$F
I
L
E
S
$
8 234567
H
G
F
E
D
C
A
1
B
IS
S
U
E
D
F
O
R
:
ED
M
:
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
1/1/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
ARLINGTON
AWO-D-MALSF34-A001
ADM
ADM
MALSF
RUNWAY 34
SHELTER FLOOR PLAN
& INTERIOR WALL ELEVATIONS
AW
O
-
D
-
M
A
L
S
F
3
4
-
A
0
0
1
.
d
w
g
NAVAIDS
ENGINEERING SERVICES
BI
D
WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS
ARLINGTON AIRPORT
THIS DRAWING PRODUCED ON THE WSA AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1998210
WA
SHELTER FLOOR PLAN
SCALE: 1/2" = 1'-0"
1'0 3'5'
SCALE: 1/2" = 1'-0"
1'2'4'
SCALE: 1/2" = 1'-0"
INTERIOR WALL SECTION
A001
A
SCALE: 1/2" = 1'-0"
INTERIOR WALL SECTION
A001
B
SCALE: 1/2" = 1'-0"
INTERIOR WALL SECTION
A001
C
SCALE: 1/2" = 1'-0"
INTERIOR WALL SECTION
A001
D
ALL MALSF PWR AND CTRL
GRMC CONDUIT BELOW WIREWAY
ARE CONTRACTOR INSTALLED
(2) GRMC CONTRACTOR INSTALLED
CLOUD INDICATES CONTRACTOR
INSTALLED ITEMS ON GFM SHELTER
DOOR HOOD
3" Ø GRMC THRU
3" COATED TYPE-LB
CONDUIT BODY
100AMP
EMERGENCY
RECEPTACLE
#2 GRN
TO EES
PVC LB
EXTERIOR LIGHT
P1000T SS UNISTRUT
W/ SS PIPE CLAMPS (TYP.)
3" SCH 80 PVC
W/ #4/0 GRN
TO MAIN GND PLATE
3" PVC LB
EXTERIOR
RECEPTACLE
℄
℄
#2 GRN
HVAC GROUND
(3) 3" GRMC
(2) 2" GRMC
THRU FLOOR
W/ ERICKSONS
P1000T SS UNISTRUT
W/ SS PIPE CLAMPS (TYP.)
3" SCH 80 PVC
W/ #4/0 GRN
TO MAIN GND PLATE
3" PVC LB
EXTERIOR WALL
12x12x6 NEMA 4X JBOX
20A, 120V GFCI
DUPLEX RECEPTACLE
LOCKNUT
SEALING LOCKNUT
THREADED 2" PVC NIPPLE
THRU BOTTOM OF JBOX
PVC CAP
PVC BUSHING
ENCLOSURE WALL
PVC TERMINAL ADAPTER
SCH 80 PVC CONDUIT
3" TO 2" GALV. REDUCING WASHER
APPLY SILICONE TO UNDERSIDE
OF WASHER PRIOR TO PLACEMENT
3" TO 2" GALV. REDUCING WASHER
APPLY SILICONE TO UNDERSIDE OF
WASHER PRIOR TO PLACEMENT
2" INSULATED GROUNDING
BUSHING OR PVC CONDULET,
OR CAST AL CONDULET
AS REQ'D
2" LOCKNUT
2" INSULATED GROUNDING
BUSHING OR PVC BUSHING
AS REQ'D
2" LOCKNUT
2" GRMC THRU
OR PVC IF REQ'D
3/4" PLYWOOD
INTERIOR FACE
BUILDING SKIN
2" LOCKNUT
2" INSULATED
GROUNDING
BUSHING 2" GRMC THRU
2" LOCKNUT
2" INSULATED
GROUNDING
BUSHING
3/4" PLYWOOD
INTERIOR FACE
BUILDING SKIN
4" RUBBER GROMMET
JUNCTION BOX
BACK-PANEL
SEE NOTE 1
JUNCTION BOX
EXTERIOR WALL
4" RUBBER
GROMMET
JUNCTION BOX
BACK-PANEL
SEE NOTE 1
JUNCTION BOX
EXTERIOR WALL
INTERIOR PANEL
OR SQUARE DUCT
INSULATED GROUNDING
BUSHING W/ LOCKNUT
GRMC CONDUIT
SEALING LOCKNUT
COATED GRMC USED
OUTSIDE BUILDING ENVELOPE
ERICKSON
PERIMETER BEAM
BUILDING
WALL
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
A
T
E
$
$T
I
M
E
$
$N
A
M
E
$
APPROVED
DATE
$F
I
L
E
S
$
8 234567
H
G
F
E
D
C
A
1
B
IS
S
U
E
D
F
O
R
:
ED
M
:
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
1/1/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
ARLINGTON
AWO-D-MALSF34-A002
ADM
ADM
MALSF
RUNWAY 34
SHELTER INTERIOR WALL ELEVATIONS
& DETAILS
AW
O
-
D
-
M
A
L
S
F
3
4
-
a
0
0
2
.
d
w
g
NAVAIDS
ENGINEERING SERVICES
BI
D
WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS
ARLINGTON AIRPORT
THIS DRAWING PRODUCED ON THE WSA AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1998210
WA
E EXTERIOR WALL ELEVATION
A001 SCALE: 1/2" = 1'-0"
G EXTERIOR WALL ELEVATION
A001 SCALE: 1/2" = 1'-0"
F EXTERIOR WALL ELEVATION
A001 SCALE: 1/2" = 1'-0"
H EXTERIOR WALL ELEVATION
A001 SCALE: 1/2" = 1'-0"
NOTES:
1.IF NO BACK PANEL IS LISTED ON THE JUNCTION BOX CALLOUT THEN OMIT BACKPANEL AND RUBBER
GROMMET.
2.PLACE DUCT SEAL AROUND CONDUCTORS TO SEAL ALL CONDUITS ENTERING EQUIPMENT OR FACILITIES.
NOT TO SCALE
TYPICAL WALL PENETRATION W/O JBOX
NOT TO SCALE
TYPICAL WALL PENETRATION W/ JBOX
NOT TO SCALE
TYPICAL PVC ENCLOSURE PENETRATION
NOT TO SCALE
EXTERIOR RECEPTACLE
NOT TO SCALE
TYPICAL FLOOR PENETRATION
CLOUD INDICATES CONTRACTOR INSTALLED ITEMS ON GFM SHELTER
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
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APPROVED
DATE
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8 234567
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-E001
JL
JL
MALSF
RUNWAY 34
ELECTRICAL ONE LINE DIAGRAM
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA
BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
N
G 20
0
A
10
0
A
10
0
A
TO EES
KWH
TO EES
15
0
A
EXTERIOR POWER RACK
MALSF SHELTER, FAA
ALL INTERIOR EQUIPMENT
MOUNTED AND WIRED BY
FAALC PRIOR TO SHELTER
DELIVERY
METER & METERBASE
METER NUMBER
CL200 240V 3W
TYPE I-70-S
3-3/0 AWG XHHW2,1-#2 AWG GRN XHHW2
IN 2" GRMC APPROX 5'
200A DISCONNECT SWITCH
1PH-3 POLE, HEAVY DUTY
FUSED = FRS-R-200, 600V
3-#4 AWG XHHW2, 1-#4 AWG GRN XHHW2
IN 2" GRMC
RAYVOSS SPD
#2 AWG GRN XHHW2
IN 1" SCH 80 PVC
3-3/0 AWG XHHW2, 1-#2 AWG GRN XHHW2
IN 3" GRMC APPROX 30'
NEW
MANUAL TRANSFER SWITCH
E/G RECEPTACLE
3-#2 AWG, 1-#6 GRN IN 2" GRMC
#2 AWG GRN XHHW2
IN 3/4" SCH 80 PVC APPROX. 5'
GROUND NEUTRAL ON E/G SIDE
OF TRANSFER SWITCH
3-1/0 THWN, 1-#2 THWN GRN IN 2" GRMC
PANELBOARD
RAYVOSS SPD
3-#2 AWG, 1-#2 GND IN 2" GRMC
(3)-#2 THWN-2, 1-#6 THWN-2
GRN IN 2" EMT TO MALSF
CONTROL CABINET
AIR/GROUND
RECEIVER (A/G)
SNOHOMISH PUD
NEW
3" SCH 80 PVC CONDUIT (BY CONTRACTOR)
(CONDUCTORS PROVIDED AND INSTALLED BY
SNOHOMISH PUD). (NEMA TC-2, DISTRICT
MATERIAL STANDARD 250027), RADIUS
MINIMUM 24"
NEW
25 KVA TRANSFORMER OVER NEW VAULT
PRI = 7.2 KV
SEC = 120V/240V
IZ% = CONTACT PUD FOR DATA
U/G SECONDARY FEEDER
3/0 XHHW-2 COPPER 600V XLP TYPE
240V - 120V 1PH-3W
IN 3" PVC SCH 80
EXISTING
4-POSITION SECTIONALIZER
A-3258
NEW TRANSFORMER VAULT, SEE XX DETAIL
FOR REQUIREMENTS, AS WELL AS SNOHOMISH PUD
SPECIFICATIONS SECTION XXX.
NEW
MALSF CONTROL CABINET
MALSF PIU
MALSF STEADY BURN
POWER XFMR
MALS STEADY BURN DISC SWITCH
80
A
30
A
MALSF
FLASHER
DISCONNECT
2-#12 THWN-2, 1-#12 THWN-2 GRN IN 2" EMT
FLASHER CIRCUIT
3-#10 THWN-2, 1-#10 XHHW2 GRN IN 2" EMT APPROX 6'
STEADY BURN CIRCUIT
4-#4 THWN-2, 1-#6 THWN-2 GRN IN 2" EMT APPROX 6'
STEADY BURN CIRCUIT
4-#4 THWN-2, 1-#6 THWN2 GRN IN 2" EMT APPROX 8'
FLASHER CIRCUIT:
3-#10 THWN-2, 1-#10THWN-2
GRN IN 2" EMT
INSTALL
FLASHER CIRCUIT:
(3) #2 XHHW-2, (1) #6 XHHW-2 GRN
STEADY BURN CIRCUIT
3-#4 THWN-2, 1-#6 XHHW-2 GRN
IN 2" EMT APPROX 8'
TO FLASHER #3
(STA 14+90)
INSTALL STEADY BURN CIRCUIT
3-#2 XHHW2, 1-#2 XHHW2 GRN IN 2" GRMC APPROX 20'
MALSF DISTRIBUTION RACK
STEADY BURN DIST PANEL, SEE SHEET AWO-D-MALSF34-Q001
STEADY BURN JBOX, SEE SHEET AWO-D-MALSF34-Q001
TO STEADY BURN
STATIONS
N
G 10
0
A
NOTES:
1.ONLY CIRCUITS DIRECTLY APPLICABLE TO EQUIPMENT ARE SHOWN IN THE ONE-LINE DIAGRAM, SEE PANEL
SCHEDULE FOR COMPLETE INFORMATION.
2.ALL ELECTRICAL WORK MUST COMPLY WITH FAA-STD-1217G, FAA-C-1391D, AND CURRENT NEC CODE. WHERE
REQUIREMENTS CONFLICT, THE MORE STRINGENT SHALL GOVERN.
3.ALL GROUNDING AND BONDING MUST COMPLY WITH FAA-STD-19F.
4.ALL METALLIC NON-CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT MUST BE GROUNDED WITH AN
EQUIPMENT GROUNDING CONDUCTOR WHETHER OR NOT SHOWN ON THIS DRAWING. EQUIPMENT GROUNDING
CONDUCTORS ARE SIZED AS SHOWN OR PER NEC TABLE 250.122, WHICHEVER IS LARGER.
5.AN INSULATED GROUNDING BUSHING MUST BE INSTALLED AT BOTH ENDS OF GRMC AND EMT CONDUIT. ATTACH A
#6 BONDING JUMPER FROM THE BUSHING TO THE EQUIPMENT GROUND PER FAA-STD-019F.
6.UNLESS OTHERWISE INDICATED MINIMUM WIRE SIZE FOR SPD IS #2. AND THE LENGTH OF CONDUCTOR MUST BE
MINIMIZED AND SHALL NOT EXCEED 12" WITHOUT PRIOR APPROVAL OF THE RESIDENT ENGINEER.
7.WIRE METHODS (INSULATED CONDUCTORS ARE COPPER WITH THERMOPLASTIC):
7.1.EACH OVERCURRENT DEVICE HAS ITS OWN NEUTRAL, AND EQUIPMENT GROUNDING CONDUCTOR.
7.2.POWER CONDUCTORS ARE ROUTED SEPARATELY FROM CONTROL CIRCUIT OR SIGNAL CIRCUIT.
7.3.INSULATED CONDUCTORS: UNLESS OTHERWISE INDICATED ARE TYPE XHHW-2 600V. MINIMUM BRANCH
CIRCUIT IS #12.
7.4.UNLESS OTHERWISE NOTED CONDUCTORS #10 AWG OR SMALLER ARE SOLID. CONDUCTORS #8 AWG OR
LARGER ARE STRANDED.
7.5.MINIMUM CONTROL WIRE SIZE IS #14 AWG UNLESS NOTED OTHERWISE.
7.6.STRANDED CONDUCTOR SMALLER THAN #10 AWG ALLOWED IN APPLICATIONS WHERE VIBRATION AND FLEXING
MAY BE ENCOUNTERED.
8.CONDUIT (MINIMUM SIZE IS 3/4"):
8.1.ELECTRICAL METALLIC TUBING (EMT)
8.1.1.EMT MAY BE USED ONLY IN DRY LOCATIONS OR INDOORS (USE IN FRANGIBLE COUPLINGS IS EXCEPTED
FROM THIS REQUIREMENT). FITTINGS USED WITH EMT MUST BE STANDARD COMPRESSION-TYPE
FITTINGS. SET SCREW TYPE FITTINGS ARE NOT ALLOWED. ALSO SEE FAA-STD-1217H.
8.2.GALVANIZED RIGID STEEL CONDUIT (GRMC)
8.2.1.SHALL BE USED FOR UNDERGROUND SERVICE CIRCUIT OR OUTDOORS.
8.2.2.ALL GRMC BELOW GRADE IS PVC COATED EXTERIOR AND POLYURETHANE COATED INTERIOR. THIS
INCLUDES GRMC ENCASED IN CONCRETE.
8.3.FLEXIBLE METALLIC CONDUIT (LIQUIDTIGHT/FLEX)
8.3.1.FLEXIBLE METAL CONDUIT MUST BE USED FOR TERMINAL CONNECTIONS TO EG OR MOTOR, AND SHALL
NOT EXCEED 6' IN LENGTH. INSTALL A GROUNDING BUSHING AND BOND WITH A #6 GROUND WIRE AT
BOTH ENDS OF FLEX.
8.4.POLYVINYLCHLORIDE (PVC) CONDUIT
8.4.1.UNLESS OTHERWISE INDICATED, ALL PVC CONDUITS ARE SCHEDULE 80 AND ALL SWEEPS ARE LONG
RADIUS (24" MIN RADIUS FOR 2" PVC).
9.COLOR CODE: (SEE 1217G SECTION 4.6.5.2.2).
9.1.FOR 120V/240V 1PH-3W, CONDUCTORS COLOR CODED AS FOLLOWS:
LINE 1 (HOT) - BLACK,
LINE 2 (HOT) - RED,
NEUTRAL - WHITE,
EQUIPMENT GROUNDING - GREEN.
10.ALL FEEDER AND BRANCH CIRCUITS, INCLUDING NEUTRAL CONDUCTORS, IDENTIFIED AT BOTH ENDS OF
CONDUCTOR WITH PANEL AND CIRCUIT NUMBER INDICATED. USE HEAT SHRINK EMBOSSED LABELS ONLY.
11.IDENTIFY EACH WIRE THAT TERMINATES BY THE TERMINAL ON WHICH IT LANDS AND BY THE DESCRIPTION GIVEN
IN THESE PLANS. THIS METHOD OF LABELING IS REQUIRED FOR ALL CONDUCTORS, POWER AND CONTROL.
12.FOR #4 AWG AND LARGER CONDUCTORS, WHERE APPROPRIATE INSULATION COLOR IS NOT AVAILABLE, USE COLOR
CODED TAPE, HALF LAPPED FOR A MINIMUM LENGTH OF 3 INCHES EVERY 3 FEET WHERE ACCESSIBLE (MINIMUM
TWO PLACES IN EACH ACCESSIBLE LOCATION).
13.WHITE, GRAY AND GREEN INSULATED CONDUCTORS SHALL NOT BE RE-IDENTIFIED.
14.PANELBOARDS, DISCONNECTS, TRANSFORMERS, AND OTHER SWITCHGEAR SHALL BE LABELED WITH ENGRAVED
PHENOLIC BLACK LABELS WITH WHITE LETTERINGS FOR 120/240V SYSTEMS.
14.1.NAME PLATES ARE MIN 2"X4" PHENOLIC WITH BLACK COLOR BACKGROUND AND 3/8" WHITE CHARACTERS.
15.ABSOLUTELY NO SPLICES EXCEPT WHERE APPROVED BY THE FAA PROJECT ENGINEER. SEE FAA-C-1391F FOR SPLICE
REQUIREMENTS.
CONSTRUCTION NOTES
1.LENGTHS GIVEN ARE APPROXIMATE
2. INDICATES ELECTRICAL EQUIPMENT/SWITCHGEAR, SEE TABLE, FOR ADDITIONAL INFORMATION.E__
3-#2 AWG XHHW2,
1-#2 AWG GRN XHHW2
IN 2" GRMC
RAYVOSS 120-2S-M3-3-06-A-H
E1
E2
E3
E4
E5
E6
E7
E8
E9
E10
E11
E12
E13
E14
E15
E16
EQUIPMENT SCHEDULE
NO.REMARKSLOCATION
TBDMETER BASE
200A 120/240VAC DISCONNECT SWITCH 1
2
QUANTITY
POWER RACK 1
SQUARE D H224DS
SURGE PROTECTION DEVICE (SPD)
100A 2P 120/240VAC CB QOB2100
HEAVY DUTY, NEMA 3R, 200A, 240VAC, 2-POLES, INSTALL SERIAL NEUTRAL KIT
AND LUGS RATED FOR TWO WIRES ON LOAD SIDE, FUSE W/ FRS-R-200,
PROVIDE (4) SPARE FUSES
ELECTRICAL
EQUIPMENT
MODEL NUMBER
(SQUARE D, U.O.N.)
RAYVOSS REQ'D, SUBSTITUTIONS NOT ALLOWED
UNKNOWNTRANSFORMERPAD MOUNTED 1
POWER RACK
SHELTER INTERIOR
BOLT ON TYPE 10kAIC, LUGS: (1) 4-2/0 AWGSHELTER INTERIOR
MALSR POWER AND CONTROL ASSEMBLY FA-21000SHELTER INTERIOR
SHELTER INTERIOR
SHELTER INTERIOR
AIR TO GROUND RECEIVER RC-1T5ASHELTER INTERIOR
SHELTER INTERIOR
POWER ISOLATION UNIT FA-21000/15
SHELTER INTERIOR
100A 120/240VAC DISCONNECT SWITCH SQUARE D H223N
SHELTER INTERIOR
HEAVY DUTY, NEMA 1, FUSED = FRS-R-30, PROVIDE FUSE REDUCERS AS REQ'D,
SERIAL NEUTRAL
MALS TRANSFORMER FA-11504
E17
E18
100A 120/240VAC DISCONNECT SWITCH SQUARE D H223N
HEAVY DUTY, NEMA 1, FUSED = FRS-R-80, PROVIDE FUSE REDUCERS AS REQ'D,
SERIAL NEUTRAL, SEE GROUNDING NOTE ON Q001
JUNCTION BOX HOFFMAN A24H2408ALLPDISTRIBUTION RACK
PANELBOARD SQUARE D NQ18L1CDISTRIBUTION RACK
120/240VAC, 100A, 18 CIRC. W/ BACKFED 70A MAIN, NQ18L1C INTERIOR IN
MH26WP NEMA3R ENCLOSURE (SEE SHEET Q001)
24"x24"x8" NEMA 3R ENCLOSURE: HOFFMAN A-24H2408ALLP W/ A24P24 BACK
PANEL, INSTALL POWER DISTRIBUTION BLOCKS AS SHOWN ON SHEET Q001
LOCATED OFF AIRPORT APPROX. 200' SE OF SHELTER
PROVIDE NEW METER BASE WHICH MEETS PUD SPECIFICATIONS.
E19
RAYVOSS 120-2S-M1-3-06-A-H 1SURGE PROTECTION DEVICE (SPD)
RAYVOSS REQ'D, SUBSTITUTIONS NOT ALLOWED
POWER RACK
PANELBOARD
100A EXTERIOR EG RECEPTACLE HUBBELL #M4100B12R
SQUARE D NQ42L2C
MANUAL TRANSFER SWITCH
150A 2P 120/240VAC MAIN CB
EATON #DT324FGK
FUSED MTS (NEUTRAL SOLID BAR), SWITCHABLE NEUTRAL, NEUTRAL GRD ON E/G
SIDE, LUG RANGE: (1) #6-300, LINE SIDE LUGS CHANGED TO #K11A3OU, FUSED =
FRN-R-150 (COMMERCIAL SIDE), FRN-R-100 (E/G SIDE)
120/240V, 1-PH, 3W, 60HZ, 150A MAIN (22kAIC MIN.), BOLT ON BRANCH
BREAKERS (10kAIC), S/N, G/B-COPPER, BOTTOM FED, DOOR-IN-DOOR
#MHC50SHR, ENCLOSURE-MH50, LUGS: (1) 4-3/0 AWG
100AMP, 120/240VAC, 1-PH, 3P, 4W, GRAY BACKBOX W/ 15° ANGLE, 1-1/2" HUB
BB1001W
22kAIC, LUGS: (1) 4-3/0 AWG
SHELTER INTERIOR
SHELTER INTERIOR
SHELTER INTERIOR
REPLACE FACTORY LUGS W/
TWO SPACE LUGS
1
3
5
7
9
11
13
15
17
19
2
4
6
8
10
12
14
16
18
20
SERVICE SIZE SERVICESIZEAB
COLOR CODE (WIRING):
L1 (HOT): BLACK; L2 (HOT): RED
NEUTRAL: WHITE;
EQUIPMENT GROUNDING: GREEN
30A
21
23
25
27
29
31
33
35
37
39
22
24
26
30
32
34
36
38
40
28
41 42
150A MAIN
SURGE PROTECTION DEVICE (SPD)
100A
20A
20A
20A
20A
EXTERIOR RECEPTACLE
INTERIOR AND EMERGENCY LIGHTS
EXTERIOR LIGHT
WORK DESK RECEPTACLE
20A
20A
30A HVAC(WITH 5KW HTR)
HVAC(WITH 5KW HTR)
100A
20A
20A
RECEPTACLES
RECEPTACLES
BLANK
BLANK
BLANK
BLANK
BLANK
BLANK
BLANK
MALSF SHELTER PANEL
MALSF
BLANK
PANEL RECEPTACLE 20A
SPARE
SPARE
BLANK
BLANK
BLANK
MANUFACTURER:SQUARE D
CIRCUIT BREAKER TYPE:QOB (BOLT-ON)
PHASE:1-PHASE NUMBER OF WIRES:3-WIRE
MODEL NUMBER: NQ42L2C
SERIES: SURFACE MOUNT ENCLOSURE
VOLTAGE:120/240VAC RATED CURRENT: 225A
MAIN BREAKER RATING: 150A
BLANK
BLANK
30A
30A
SPARE
SPARE
20A
20A
BLANK
BLANK
BLANK
BLANK
BLANK
BLANK
SPARE
SPARE
E1
E2
E3
E4
100A 120/240VAC DISCONNECT SWITCH 1SQUARE D H224DS
HEAVY DUTY, NEMA 3R, 100A, 240VAC, 2-POLES, FUSE W/ FRS-R-100, PROVIDE
(4) SPARE FUSESPOWER RACK
E5
E6E16
E7
E9 E9
E8
E15
E14
E12
E11
E17
E13
WHIP ANTENNA, CTAF FREQ= 128.625
QOB2150
SPLICE IN WIREWAY AND
AT DIST PANEL HH WITH
POLARIS SSWB350P
STEADY BURN CIRCUIT
3-#2 XHHW2, 1-#2 XHHW2 GRN IN 2" GRMC
INSTALL STEADY BURN CIRCUIT
3-3/0 XHHW2, 1-#2 XHHW2 GRN IN 3" GRMC APPROX 550'
E18 E19
1
1
1
1
1
1
1
1
1
1
1
1
1
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
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8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
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$T
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$N
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APPROVED
DATE
$F
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$
8 234567
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DO N
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N
DO N
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N
DO N
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N
DO N
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N
DO N
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N
DO N
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N
DO N
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DO N
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01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
XXX
ARLINGTON
AWO-D-MALSF34-Q001
JL
JL
MALSF
RUNWAY 34
FA-21000 W/ FA-11502 FLASHER (120V LOGIC A/G)
SYSTEM WIRING DIAGRAM
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NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA
BI
D
ARLINGTON MUNICIPAL AIRPORT
THIS DRAWING PRODUCED ON THE NORTHWEST MOUNTAIN REGION AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
WA
1.INSTALL AN INSULATED GROUNDING BUSHING AT THE ENDS OF GRMC AND EMT. ATTACH A BONDING JUMPER FROM
THE BUSHING TO THE EQUIPMENT GROUND PER FAA-STD-019F.
2.IDENTIFY EACH WIRE THAT TERMINATES IN A CABINET BY THE TERMINAL ON WHICH IT LANDS AND BY THE
DESCRIPTION GIVEN ON THIS DIAGRAM PER DETAIL A/Q001. USE PRINTED HEAT SHRINK LABELS.
3.INSTALL A PEDESTAL LUG FOR 8 CONDUCTORS (ILSCO PED-8-250) IN THE POWER AND CONTROL CABINET TO
ACCOMMODATE ADDITIONAL GROUND WIRES. INSTALL ADDITIONAL PEDESTAL LUGS IN EQUIPMENT CABINETS, AND
JUNCTION BOXES AS REQUIRED TO PROPERLY MAKE ALL GROUNDING AND BONDING CONNECTIONS.
4.USE SHIELD BOND CONDUCTORS (3M PART 4460S OR EQUAL) TO GROUND THE OVERALL SHIELD OF THE CONTROL
CABLE AT EACH END. UNUSED EXTRA CONTROL WIRES SHALL BE TIED TOGETHER AND CONNECTED TO GROUND AT
EACH END.
5.ALL RRCS INNERCONNECTIONS REQUIRE TERMINAL FORKS AT TERMINATIONS.
6.SIXTY FEET OF 5-CONDUCTOR 3,000VDC WIRE IS SUPPLIED WITH THE FLASHER UNITS. IT MAY BE NECESSARY TO
REMOVE SEVERAL STRANDS FROM THE END OF THE 12 GAUGE WIRE TO FIT INTO MATING CONTACTS AT CONNECTOR
2A1J1.
7.FULLY TERMINATE THE 6PR CABLE AT EACH JUNCTION BOX. LABEL UNUSED WIRES AS SPARES. GROUND THE SHIELD
TO THE GROUND BUS USING SHIELD BOND CONNECTORS (3M PART 4460S OR EQUAL). IF A FOIL TAPE TYPE SHIELDED
CABLE IS USED, TWIST SHIELD AND GROUND DIRECTLY INTO GROUND BUS.
8.IF X2 IN MALS TRANSFORMER IS BONDED TO E1 IN TRANSFORMER OMIT GROUNDING ELECTRODE CONDUCTOR IN
MALS DISCONNECT SWITCH. IF E1 AND X2 ARE NOT BONDED IN XFMR, GROUNDING ELECTRODE CONDUCTOR AT
MALS DISCONNECT IS REQUIRED.
9.ALL POWER CABLE SHALL BE COLOR CODED BASED ON REQUIREMENTS FOR CURRENT STANDARD OF 1217 (L1 =
BLACK, L2 = RED, NEUTRAL = WHITE). SEE SHEET E001 NOTE XX.
10.EXCEPT FOR WHERE NOTED, ALL POWER CABLE (L1, L2, N, G) MUST BE XHHW2.
11.FOR CONTROL WIRE, THE WHITE WIRE SHOULD BE PAIRED WITH THE ADJACENT CABLE (FOR EXAMPLE, MALSF
CONTROL CABINET TB4 SLOT 7 SHOULD BE THE WHITE WIRE THAT IS PAIRED WITH THE BLUE WIRE USED IN TB4
SLOT 6.
12.SPLICE STEADY BURN POWER AND GROUND CABLE IN HH. USE PANDUIT PAN-LUG PARALLEL COMPRESSION LUGS, IN
POURED RESIN SPLICES. CONTRACTOR TO VERIFY CORRECT SIZING.
MALSF EQUIPMENT BUILDING
1
3
5
7
9
11
13
15
17
2
4
6
8
10
12
14
16
18
20A
20A
20A
20A
20A
20A
20A
20A
20A
30A
70A
STA 2
STA 4
STA 6
STA 8
STA 12
STA 14
THRESH
THRESH
STA 10+15L
STA 10+15C
STA 10+15R
MAIN
MAIN
NEUT GND
DISTRIBUTION RACK
NEAR STA 10+90
NOTES:
FLASHER LIGHTS
STATIONS 10+90 THROUGH 14+90
#6 GRN/ORG BOX GND TO MAIN GND PLATE
CABLE SHIELD
CABLE DESCRIPTION: DESTINATION TB-SLOT
FL TRIG 4: TB4-6
L1: TB1-1
#6 GRN/ORG BOX
GND TO MULTIPT
GND PLATE
9-120V CIRCUITS
EA W/ 3-#12 XHHW-2
SCALE: NOT TO SCALE
CABLE LABELING NAME CONVENTION
SPLICE CABLE IN HANDHOLE NEAR
DISTRIBUTION PANEL
NEW SURGE PROTECTION DEVICE
RAYVOSS 120-2S-M1-06-A-H
(3) #2 THWN-2
(3) #2 GRN
(3) 3/0 XHHW-2
(1) #2 GRN 100A
100A
225A PANEL (W/
150A MAIN CB)
120/240VAC
120V L1
NEUT
120V L2
GNDIN
C
O
M
I
N
G
PO
W
E
R
#2 GRN TO
COUNTERPOISE
(3) #2 XHHW2
(1) #6 GRN
NEW
AIR/GROUND
RECEIVER
CONTROLLER
(A/G) RC-1T5A
CTRL 1
CTRL 2
CTRL 3
120VAC
NEUT
GND
#2 GRN BOX GND
(6) #12 XHHW-2
L1-120V (BLK)
LOW (BLU)
MED (YEL)
HIGH (BRN)
NEUT
GND
#12 THWN2
JUMPER (BLU)
1
2
3
4
5
6 FLSHR ON
7
E1
E1
1
2
3
E1
E1 1 2
TB-6
TB-1
E1
1
2
3
4
TB-2
TB-3
TB-4
1
2
3
6
7
8
9
10
11
12
L1
N
L2
GND
LOW (BLU)
MED (YEL)
HIGH (BRN)
L2 (BLK)
FLSHR L1
FLSHR N
FLSHR L2
(4) #4 XHHW-2
#6 XHHW-2 GRN
(3) #10 XHHW-2
MALSF
CONTROL
CABINET
FA-21000
(MALSF CC)
FL TRIG 6 (ORG)
FL TRIG 7 (WHT)
FL TRIG 8 (GRN)
FL MED (WHT)
FL HIGH (BRN)
(1) 6PR-#19
4
5
6
7
8
9
10
E1
1
2
3
4
1
2
3
4
9
NOT USED
NOT USED
TB-2
TB-3
FACTORY
JUMPER
TB-1
FL TRIG 6 (ORG)
FL TRIG 7 (WHT)
FL TRIG 8 (GRN)
FL MED (WHT)
FL HIGH (BRN)
NOT USED
NOT USED
5
6
7
E1
5
6
7
8
4
5
6
7
8
9
10
TB-4
TB-2
TB-1
LOW (BLU)
MED (YEL)
HIGH (BRN)
L2 (BLK)
POWER
ISOLATION
UNIT (PIU)
FA-21000/15
FLSHR L1
FLSHR N
FLSHR L2
GND
FLASHER DISC
100A (FUSED @
30A) SQD H223N
(3) #10 XHHW-2
(1) #10 XHHW-2 GRN
(1) 6PR #19
FLSHR CTRL
TO FIELD
(4) #4 XHHW2
(1) #6 XHHW2 GRN (GRN NOT SHOWN)
(1) 1PR-#19 SHIELDED
#6 GRN/ORG TO MULTIPT
SEE NOTE 9
THIS IS EXISTING OR NEW? PML SHOWS
THE KIT IS COMING BUT WHAT IS THE
LATEST ON THE XFMRS?
STDY BRN
XFMR
TYPE
FA-11504
1
2
3
4
H1
H2
H3
X3
X2
X1
E1
LOW (BLU)
MED (YEL)
HIGH (BRN)
L2 (BLK)
L2
N
L1
(3) #4 THWN-2
STEADY BURN
DISC 100A
(FUSED @ 80A)
SQD H223N
L2
N
L1
GND
#2 GRN GROUNDING
ELECTRODE CONDUCTOR
TO COUNTERPOISE SEE
NOTE 8
(3) #2 XHHW2
(1) #2 GRN
SPLICE IN WIREWAY IN MALSF SHELTER
3-#3/0 XHHW2, 1-#2 GRN
3-#2 XHHW2, 1-#2 GRN
(1) 120/240V CIRCUIT W/ (4) #10 XHHW2
L1
N
GND
L1
N
GND
L1
N
GND
L1
N
GND
L1
N
GND
L1
N
GND
L1
N
GND
L1
N
GND
L1
N
GND
L1
N
L2
GND
STA 2+50
STA 4+60
STA 6+70
STA 8+80
STA 12+90
STA 14+90
THRESHOLD
STA 10+90L
STA 10+90C
STA 10+90R
STEADY BURN
DIST JBOX
STEADY BURN DISTRIBUTION
PANEL (NQ18L1C INTERIOR IN
MH26WP NEMA 3R CLOSURE)
(2) #2 XHHW2
(1) #6 XHHW2 GRN
TO STA 2+50
(2) #4 XHHW2
(1) #6 XHHW2 GRN
TO STA 4+60
(11)ILSCO PDC-11-2/0-3
POWER DIST. BLOCK
+(1) PDC-11-2/0-1 FOR
GND ON THRESH CIRC.
(2) #6 XHHW2
(1) #6 XHHW2 GRN
TO STA 6+70
(2) #8 XHHW2
(1) #8 XHHW2 GRN
TO STA 8+80
(2) #8 XHHW2
(1) #8 XHHW2 GRN
TO STA 12+90
(2) #6 XHHW2
(1) #6 XHHW2 GRN
TO STA 14+90
24X24X8 JBOX
HINGED ENCLOSURE
HOFFMAN
A-24H2408ALLP W/
A24P24AL BACK
PANEL
(3) #1/0 XHHW2
(1) #6 XHHW2 GRN
TO THR
(2) #10 XHHW-2
(1) #10 XHHW2 GRN
TO STA 10+90L
(2) #10 XHHW-2
(1) #10 XHHW2 GRN
TO STA 10+90C
(2) #10 XHHW-2
(1) #10 XHHW2 GRN
TO STA 10+90R
(3) #2 XHHW2
(1) #6 XHHW2 GRN
L1
N
L2
GND
STA 14+90 TRIGGER 6 (FLASHER #1)
STA 12+90 TRIGGER 7 (FLASHER #2)
STA 10+90 TRIGGER 8 (FLASHER #3)
MEDIUM
HIGH
20x20x8 JBOX
HOFFMAN A-20H2008ALLP
W/ A20P20AL BACK PANEL
TB1-PWR DIST. BLOCK
(ILSCO PDH-12-350-3 W/ COVER)
TB2-DIN RAIL: PHOENIX CONTACT #1206421,
TERMINAL BLOCKS: PHOENIX CONTACT #3044131 (12 REQ'D),
END STOPS: PHOENIX CONTACT #3047028 (2 REQ'D)
E1-MIN. 6 POSITION GROUND BAR
ME
D
(
W
H
T
)
HI
G
H
(
B
R
N
)
TR
7
(
W
H
T
)
TR
8
(
G
R
N
)
TR
6
(
O
R
G
)
STATION 10+90
(FLASHER #3)
L1NL2
6
6121110987 5 4 3 2 1
6121110987 5 4 3 2 1
3 2 1
3 2 1
E1
E1
TB-1
TB-1
TB-2
TB-2
87
2 1 2 3 4
2TB1 E1 3 2 1
INDIVIDUAL CONTROL CABINET (ICC)
TYPE FA-11502
L1NL2GN
D
TR
8
HI
G
H
ME
D
2TB1
A1J1A1J2
NE
U
T
R
A
L
(#
1
6
W
H
T
)
TR
I
G
G
E
R
(#
2
0
R
E
D
)
IL
O
C
K
-
2
(#
2
0
B
L
K
)
IL
O
C
K
-
1
(#
2
0
B
L
K
)
2
K
V
D
C
(#
1
6
B
L
K
)
(3) #10 XHHW2
(1) #10 GRN
(1) 1TR-#18
NE
U
T
R
A
L
(#
1
6
W
H
T
)
TR
I
G
G
E
R
(#
2
0
R
E
D
)
IL
O
C
K
-
2
(#
2
0
B
L
K
)
IL
O
C
K
-
1
(#
2
0
B
L
K
)
2
K
V
D
C
(#
1
6
B
L
K
)
QUICK-DISCONNECT IN
TUBE CAP AT TOP OF
LIR POLE
WIRING ASSEMBLY
INTEGRAL TO FLASHER HEAD
FLASHER LIGHT ASSEMBLY
TYPE FA-11503
TR
7
TR
6
ME
D
(
W
H
T
)
HI
G
H
(
B
R
N
)
TR
7
(
W
H
T
)
TR
8
(
G
R
N
)
TR
6
(
O
R
G
)
STATION 12+90
(FLASHER #2)
L1NL2
6
6121110987 5 4 3 2 1
6121110987 5 4 3 2 1
3 2 1
3 2 1
E1TB-1
TB-1
TB-2
TB-2
87
2 1 2 3 4
2TB1 E1 3 2 1
INDIVIDUAL CONTROL CABINET (ICC)
TYPE FA-11502
L1NL2GN
D
HI
G
H
ME
D
2TB1
A1J1A1J2
NE
U
T
R
A
L
(#
1
6
W
H
T
)
TR
I
G
G
E
R
(#
2
0
R
E
D
)
IL
O
C
K
-
2
(#
2
0
B
L
K
)
IL
O
C
K
-
1
(#
2
0
B
L
K
)
2
K
V
D
C
(#
1
6
B
L
K
)
(3) #10 XHHW2
(1) #10 GRN
(1) 1TR-#18
NE
U
T
R
A
L
(#
1
6
W
H
T
)
TR
I
G
G
E
R
(#
2
0
R
E
D
)
IL
O
C
K
-
2
(#
2
0
B
L
K
)
IL
O
C
K
-
1
(#
2
0
B
L
K
)
2
K
V
D
C
(#
1
6
B
L
K
)
QUICK-DISCONNECT IN
TUBE CAP AT TOP OF
LIR POLE
WIRING ASSEMBLY
INTEGRAL TO FLASHER HEAD
FLASHER LIGHT ASSEMBLY
TYPE FA-11503
ME
D
(
W
H
T
)
HI
G
H
(
B
R
N
)
TR
7
(
W
H
T
)
TR
8
(
G
R
N
)
TR
6
(
O
R
G
)
STATION 14+90
(FLASHER #1)
L1NL2
6
6121110987 5 4 3 2 1
6121110987 5 4 3 2 1
3 2 1
3 2 1
E1TB-1
TB-1
TB-2
TB-2
87
2 1 2 3 4
2TB1 E1 3 2 1
INDIVIDUAL CONTROL CABINET (ICC)
TYPE FA-11502
L1NL2GN
D
HI
G
H
ME
D
2TB1
A1J1A1J2
NE
U
T
R
A
L
(#
1
6
W
H
T
)
TR
I
G
G
E
R
(#
2
0
R
E
D
)
IL
O
C
K
-
2
(#
2
0
B
L
K
)
IL
O
C
K
-
1
(#
2
0
B
L
K
)
2
K
V
D
C
(#
1
6
B
L
K
)
(3) #10 XHHW2
(1) #10 GRN
(1) 1TR-#18
NE
U
T
R
A
L
(#
1
6
W
H
T
)
TR
I
G
G
E
R
(#
2
0
R
E
D
)
IL
O
C
K
-
2
(#
2
0
B
L
K
)
IL
O
C
K
-
1
(#
2
0
B
L
K
)
2
K
V
D
C
(#
1
6
B
L
K
)
QUICK-DISCONNECT IN
TUBE CAP AT TOP OF
LIR POLE
WIRING ASSEMBLY
INTEGRAL TO FLASHER
HEAD
FLASHER LIGHT ASSEMBLY
TYPE FA-11503
(3) #2 XHHW2, (1) #6 GRN
(1) 6PR-#19
(3) #2 XHHW2, (1) #6 GRN
(1) 6PR-#19
16'-2"
2'-0"5'-1"2'-0"5'-1"2'-0"
12
'
-
0
"
9"
1'-0"
9"
10
'
-
6
"
BUILDING OUTLINE
3/4" ANCHOR BOLTS (6) REQ'D
2'-0"
4000PSI CONCRETE AT
28-DAYS, BROOM
FINISH TOP, WITH 1"
CHAMFER ALL SIDES
ORIGINAL SITE GRADE ELEVATION
6" OF 3/4" MINUS CRUSHED
ROCK OVER GEOTEXTILE
FABRIC OVER COMPACTED
SUBGRADE
#4 60KSI LONGITUDINAL REBAR
(6) EACH SIDE EVENLY SPACED
#4 60KSI U-SHAPED REBAR
AT 12" O.C. ALONG LENGTH
OF GRADE BEAM
6" OF 3/4" MINUS CRUSHED ROCK
OVER COMPACTED SUBGRADE
3'
-
6
"
6"
8"
4'
-
8
"
3"
8"
TOP OF CONCRETE
3/4" ANCHOR BOLT
#4 REBAR
4"
3/4" GALVANIZED
ANCHOR BOLT
1/2" PLATE
S6 x 12.5 BEAM
(PART OF SHELTER)
CONCRETE SLAB
#4 REBAR
SHELTER OUTLINE
SERRATED STEEL GRATING (GALVANIZED)
L3"x3"x1/4" ANGLE
WELDED TO 8" CHANNEL
1/4" FILLET BOTH LEGS
TYPICAL OF (2)
1/2" Ø x 3-3/4"
CONCRETE ANCHOR
(TYP 2 PLACES)
5"
4'-4"
5'
-
0
"
4'-0"x4'-0"
LANDING
6" OF 3/4" MINUS COMPACTED CRUSHED ROCK
OVER GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE
6"
1'
-
0
"
6
1
/
4
"
T
Y
P
.
GRIP STRUT
11 3/4" x 1 1/2"
(BOLTED TO THE L 1 1/4")
6'-2"
4"
1'
-
6
3
/
4
"
1/4" BOTH LEGS
FORMED 8" CHANNEL
FORMED 8" CHANNEL
5/8" Ø HOLE THROUGH
FOR ANCHORING OF THE
STAIRS IN THE FIELD
STAIR TIE-DOWN PLATE
WELDED TO THE STAIRS
AND BOLTED TO THE SKID
STAIR DIMENSIONS MAY VARY FROM DIFFERENT SHELTER
MANUFACTURERS, CONTRACTOR TO VERIFY FIT PRIOR TO
PLACEMENT OF LANDING PAD
5'
-
0
"
CONCRETE LANDING, 4000PSI
AT 28 DAYS, WITH BROOM FINISH
#4 60KSI REBAR IN TWO MATS TOP
AND BOTTOM, WITH 2" COVER (TYP.)
5'-0"
#4 60KSI REBAR (TYP.)FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
$D
A
T
E
$
$T
I
M
E
$
$N
A
M
E
$
APPROVED
DATE
$F
I
L
E
S
$
8 234567
H
G
F
E
D
C
A
1
B
IS
S
U
E
D
F
O
R
:
ED
M
:
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
01/01/2025
PATRICK MCDERMOTT
PLATFORM MANAGER, AJW-2W14B
ARLINGTON
AWO-D-MALSF34-S001
ADM
ADM
MALSR
RUNWAY 34
EQUIPMENT SHELTER
FOUNDATION AND DETAILS
AW
O
-
D
-
M
A
L
S
F
3
4
-
s
0
0
1
.
d
w
g
NAVAIDS
ENGINEERING SERVICES
BI
D
WESTERN SERVICE AREAATO - TECHNICAL OPERATIONS
ARLINGTON AIRPORT
THIS DRAWING PRODUCED ON THE WSA AUTOCAD SYSTEM
JERALD LIM
PROJECT ENGINEER, AJW-2W14B
1106115
HI
NOTES:
ENTRANCE STAIRS-PLAN
NOT TO SCALE
12'x16' SHELTER GRADE BEAM FOUNDATION PLAN
SCALE: 1/2" = 1'-0"
2' GRADE BEAM - PROFILE
SCALE: 1" = 1'-0"
ANCHOR BOLT DETAIL
SCALE: 1-1/2" = 1'-0"
TIE-DOWN DETAIL
SCALE: 1-1/2" = 1'-0"
ENTRANCE STAIRS-PROFILE
SCALE: 1" = 1'-0"
STAIR LANDING FOUNDATION-PLAN
SCALE: 1" = 1'-0"
1'0 1'2'
SCALE: 1" = 1'-0"
1'0 3'5'
SCALE: 1/2" = 1'-0"
1'2'4'
1'0 1'
SCALE: 1 1/2" = 1'-0"
3"6"9"
1.TOC MUST BE LEVEL WITHIN 1/8" ACROSS ALL GRADE BEAMS BEFORE SHELTER PLACEMENT.
2.GRATING AND STEEL SUPPORTS ARE GALVANIZED PER ASTM A123.
3.GROUND THE STAIRS WITH A 4/0 B.C. AT GROUND LUNG ON CHANNEL.
1.ALL PIPES SCHEDULE 40 GALVANIZED.
2.ALL PARTS GALVANIZED PRIOR TO ASSEMBLY PER ASTM A123 AND
A150.
3.ADJUSTABLE TIGHTNERS STANDARD DROP FORGED
TURN-BUCKLE OR EQUIVALENT HAVING 6 INCH MINIMUM TAKE-UP.
4.GATE POSTS INTERCONNECTED EACH SIDE OF OPENING WITH A
#2/0 B.C. CABLE 30" BELOW FINISH GRADE.
5.HOLD BACK INSTALLED FOR EACH GATE PANEL.
6.SEE DRAWING -E007 FOR COMPLETE GROUND GRID.
7.DAMAGED GALVANIZED SURFACES REPAIRED WITH 2 COATS OF
COLD GALVANIZING SPRAY OR PAINT.
NOTES:
OUTRIGGER TYPE LINE POST
TOP WITH 45° ANGLE BEND
7 GA. TENSION WIRE WITH 9 GA. HOG
RINGS @ 20" O.C. BETWEEN LINE POSTS
2 12" PIPE OR H-SECTION LINE
POST 4.64 LB/FT
9 GUAGE WIRE FABRIC - 2" MESH,
TOP SELVEGE TO HAVE TWISTED
AND BARBED FINISH
11 GA. WIRE FABRIC FASTENERS,
12" O.C. MAX
7 GA. TENSION WIRE WITH 9 GA. HOG
RINGS @ 20" O.C. BETWEEN LINE POSTS
3 LINES BARBED WIRE, 4 POINT 2
STRAND #12 GALV. WIRE
(BARBED @ 5" O.C. MAX)
3 8" DIA TRUSS ROD WITH ADJUSTABLE
TIGHTENERS & FITTINGS
RAIL END CAP WITH STRAIGHT LUG
11 GA. TIE WIRE @ 14" O.C.
BRACE RAIL, 1 14" PIPE 2.27 LB/FT
7 GA. TENSION WIRE WITH 9 GA. HOG
RINGS @ 20" O.C. TOP & BOTTOM
OUTRIGGER TYPE
TERMINAL POST TOP
BRACE BAND
2 12" PIPE CORNER
POST
18" X 1" STRETCHER
BAR BAND @ 12" O.C.
MAX
BRONZE U-BOLT PIPE
CLAMP (TYP)
TRUSS BAND
EXOTHERMIC WELD
CONNECTION
TYPICAL CORNER
POST FOOTING
2" MAX. - BOTTOM OF
FABRIC TO FINISH GRADE
14" X 3 4"
STRETCHER BAR
3 4" DIA. X 10 FOOT LONG
COPPER GROUND, TYPICAL
EACH CORNER
FINISH GRADE
CONCRETE LINE POST
FOOTING (TYP)
BRACE POST 2 12" PIPE
1
8" X 1 1
4" BRACE & TRUSS BAND
#2/0 B.C. GROUND
CONDUCTOR
10'-0" MAX 10'-0" TYP.
3'
-
6
"
3"
12"16"16"
8'
-
0
"
7'
-
0
"
1'
-
0
"
7 GA. TENSION WIRE WITH 9 GA. HOG
RINGS @ 20" O.C. TOP AND BOTTOM
18" X 1 12" BRACE BAND
1 14" PIPE OR 2.27 LB/FT
H-SECTION BRACE
3 12" PIPE GATE POST
18" X 1" STRETCHER BAR BAND
@ 12" O.C. MAX
14" X 3 4" STRETCHER BAR
#2/0 B.C. GROUND
CONDUCTOR
3 4" DIA. X 10' COPPER GROUND
ROD, TYPICAL EACH GATE POST
EXOTHERMIC WELD
CONNECTION
SEE NOTE 4
9 GUAGE WIRE
FABRIC - 2" MESH,
TOP SELVEGE TO
HAVE TWISTED AND
BARBED FINISH
STEEL BARBED
WIRE BAND
BALL CAP
FLAT CAP
11 GA. TIE WIRES
@ 20" O.C.
LATCH FORK
1 12" PIPE GATE
FRAME ALL AROUND
GATE FRAME
TOP HINGE
3 LINES BARBED WIRE, 4 POINT
2 STRAND #12 GALV. WIRE
(BARBED @ 5" O.C. MAX)
LATCH KEEPER AND GUIDE
WITH LOCKING MECHANISM
CORNER ELBOW WITH
PLUNGER ROD GUIDE
RAIL END CUP WITH
STRAIGHT LUG
1" FLEXIBLE TINNED
COPPER BOND STRAP,
TYPICAL EACH GATE POST
CORNER ELBOW
GATE FRAME AND
SOCKET BALL FOR
BOTTOM GATE HINGE
1" PIPE PLUNGER
CORNER ELBOW WITH
PLUNGER ROD GUIDE
PLUNGER CATCH
8'
-
0
"
7'
-
0
"
1'
-
0
"
7'-0"7'-0"
16"
12"3'
-
6
"
3"
2'
-
0
"
3 8" DIA TRUSS ROD WITH
ADJUSTABLE TIGHTENERS
& FITTINGS, NOTE 3
DOUBLE SWING GATE PERIMETER FENCE
CLASS "F" FENCE
NOT TO SCALE
1 14" PIPE OR 2.27 LB/FT
H-SECTION BRACE
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
H
G
F
E
D
C
8 1234567
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
APPROVED
DATE
IS
S
U
E
D
F
O
R
:
ED
M
:
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
DO N
O
T
S
I
G
N
01/01/2025
PATRICK MCDERMOTT
MGR: ENGINEERING - SEATTLE
ARLINGTON
AWO-D-MALSF34-Y001
DSP
DSP
MALSF
RUNWAY 34
SECURITY FENCE
DETAILS
aw
o
-
d
-
m
a
l
s
f
3
4
-
y
0
0
1
.
d
w
g
NAVAIDS
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA
BI
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ARLINGTON MUNICIPAL AIRPORT
DRAWING PRODUCED ON WSA MICROSTATION SYSTEM
JERALD LIM
PROJECT ENGINEER
WA
PERMIT FEE WAIVER REQUEST
Community & Economic Development
City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551
REV5.2021 Page 1 of 1
PER THE CURRENT FEE RESOLUTION
Section 1. Fees and Charges—General.
1.1 Fees. Fees are intended to cover the normal, recurring costs associated with providing a given service. Fees are non-refundable.
1.2 Prices. In some instances, the City provides certain goods and merchandise for sale. Prices for these goods may be included in this resolution.
1.3 Payment Due. Fees are due at the time the action is requested (e.g., at time of application) or occurs (e.g., prior to a specific action). An applicant may pay all fees of a multi-phased project in advance; however, doing so does not vest applicable fees due. Fees due are those in effect at the time the specific action or phase of an action is requested or occurs.
1.4 Waivers. Upon petition by the applicant, the City Council may waive any of the fees, or portions thereof, for any non-profit organization or government agency.
NOTE: State Surcharge Fees cannot be waived.
Permit Number: Total Amount: $ Staff Requesting Fee Waiver: Staff Department: Staff Email: Staff Phone #:
Reason for Waiver:
Council Workshop Date: Council Approval Date: Signatory Authority: Print Name:
CED STAFF USE ONLY
FEE BREAKDOWN Plan Review Fee(s) $ Permit Fee(s) $ Processing Technology Fee $ State Surcharge Fee $ Other: $ Other: $ ACCEPTED BY DATE STAMP
City of Arlington Council Agenda Bill NB #4 Attachment
COUNCIL MEETING DATE: July 6, 2026 SUBJECT: Second Amendment to the Professional Services Agreement with SAFEbuilt Washington, LLC for Building Plan Review and Inspection Services. ATTACHMENTS: Second Amendment to the Professional Services Agreement Document DEPARTMENT OF ORIGIN Community & Economic Development; Amy Rusko, Director EXPENDITURES REQUESTED: Varies – Depending on Services Rendered BUDGET CATEGORY: BUDGETED AMOUNT: $500,000 – 2026 LEGAL REVIEW: DESCRIPTION: Agreement with SAFEbuilt Washington, LLC. The proposed Second Amendment is to provide building plan review and building inspection services on an on-call/as needed basis for the next 5 years and an annual automatic renewal after that timeframe until termination or updates to the agreement are needed. The rate for plan review and inspection remains unchanged at 70% of the combined Building Permit Fee and Plan Review Fee stated in the Arlington fee schedule as established by ordinance and Fire Code Plan Review and Inspection at $150.00 per hour – one (1) hour minimum. HISTORY: SAFEbuilt Washington, LLC for building plan review and building, plumbing, and mechanical inspections services since October 2018. The first Amendment extended the contract through June 2026. ALTERNATIVES: Remand back to staff for additional information.
“I move to authorize the Mayor to sign the Second Amendment to the Professional Services Agreement with SAFEbuilt Washington, LLC for Building Plan Review and Inspection Services.”
AMENDMENT TWO TO THE
PROFESSIONAL SERVICES AGREEMENT
BETWEEN CITY OF ARLINGTON, WASHINGTON
AND SAFEBUILT WASHINGTON, LLC
THIS SECOND AMENDMENT TO THE PROFESSIONAL SERVICES AGREEMENT is made effective as of the date of
the last signature below by and between City of Arlington, Washington, (Municipality) and SAFEbuilt Washington LLC, a
wholly owned subsidiary of SAFEbuilt, LLC, (Consultant). Municipality and Consultant shall be jointly referred to as the
“Parties”.
RECITALS AND REPRESENTATIONS
WHEREAS, the Parties entered into that certain Professional Services Agreement (Agreement) on October 3, 2018,
establishing the terms and conditions for the provision of services; and
WHEREAS, on June 27, 2023, the Parties instituted the Amendment One to the Agreement to; and
WHEREAS, the Parties hereto now desire to amend the Agreement as set forth herein.
NOW, THEREFORE, in consideration of the mutual promises and covenants herein contained, and other good and
valuable consideration, the receipt and adequacy of which are acknowledged, the Parties agree as follows:
1.The above recitals are acknowledged as true and correct and are incorporated herein.
2.The Parties acknowledge and agree that the Amendment One, dated June 23, 2026 (the "Prior Amendment"),
is hereby voided, terminated, and of no further force or effect in its entirety.
3.The Prior Amendment is replaced in its entirety by this Amendment. From and after the date hereof, all
references in the Agreement to the "Amendment" or "Amendment One" shall refer to this Amendment.
4.Agreement, 5. Term of the Agreement is hereby deleted in its entirety and replaced with the following:
5.Term
This Agreement shall be effective on the latest date on which this Agreement is fully executed by both Parties.
The initial term of this Agreement shall be sixty (60) months. Agreement shall automatically renew for
subsequent twelve (12) month terms; unless prior notification is delivered to either Party thirty (30) days in
advance of the renewal date of this Agreement. Notwithstanding any notice of nonrenewal or termination, the
Consultant shall complete any project in progress, and this Agreement shall remain in effect through the latter
of (I) sixty (60) days after project completion and (ii) Consultant's receipt of final payment for Service.
5.All other conditions and terms of the original Agreement, not specifically amended herein, shall remain in full
force and effect.
IN WITNESS HEREOF, the undersigned have caused this Amendment to be executed in their respective names on the
dates hereinafter enumerated.
SAFEbuilt Washington, LLC City of Arlington
Signature:___________________________ Signature:
Name: Matthew K. Causley Name:
Title: Chief Operating Officer Title:
Date: June 26, 2026 Date:
Don E. Vanney
Mayor
City of Arlington Council Agenda Bill NB #5 Attachment
COUNCIL MEETING DATE: July 6, 2026 SUBJECT: Professional Services Agreement with SAFEbuilt Washington, LLC for Planning Review Services. ATTACHMENTS: Professional Services Agreement Document DEPARTMENT OF ORIGIN Community & Economic Development; Amy Rusko, Director EXPENDITURES REQUESTED: Varies – Depending on Services Rendered BUDGET CATEGORY: BUDGETED AMOUNT: $30,000 – 2026 LEGAL REVIEW: DESCRIPTION: Agreement with SAFEbuilt Washington, LLC for Planning Review Consultant Services due to not refilling the Planning Manager position. The proposed Professional Services Agreement would allow the department to utilize consultant services for review of land use projects, development, and entitlement application materials, along with code amendments, new code development, and comprehensive plan amendments per the Scope of Services included with the Professional Service Agreement. The Planning Review services are on an on-call/as needed basis for 1 year with an annual automatic renewal after that timeframe until termination or updates to the agreement are needed. The rate for services is a per hour rate subject to employee classification needed for the proposed work as shown in the Compensation/Payment Schedule included with the Professional Services Agreement. If additional funding is needed for the remainder of 2026 a Budget Amendment will be requested from the Permit Revenue Fund. HISTORY: after the Planning Manager left employment at the City in March of this year in order to reduce budget costs for 2026 and 2027. This is proposed to be a short-term Agreement with a plan to hire an additional Planner in 2028 if funds are available or within the 2029-2030 Biennial Budget. ALTERNATIVES: Remand back to staff for additional information.
“I move to authorize the Mayor to sign the Professional Services Agreement with SAFEbuilt Washington, LLC for Planning Review Services.”
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PROFESSIONAL SERVICES AGREEMENT
BETWEEN CITY OF ARLINGTON, WASHINGTON
AND SAFEbuilt WASHINGTON, LLC
This Professional Services Agreement (“Agreement”) is made and entered into by and between City of Arlington,
Washington, (“Municipality”) and SAFEbuilt Washington, LLC, a wholly owned subsidiary of SAFEbuilt, LLC,
(“Consultant”). Municipality and Consultant shall be jointly referred to as “Parties”.
RECITALS
WHEREAS, Municipality is seeking a consultant to perform the services listed in Exhibit A – List of Services,
(“Services”); and
WHEREAS, Consultant is ready, willing, and able to perform Services.
NOW THEREFORE, for good and valuable consideration, the sufficiency of which is hereby acknowledged,
Municipality and Consultant agree as follows:
1.SCOPE OF SERVICES
Consultant will perform Services in accordance with construction codes, amendments and ordinances adopted
by the elected body of Municipality, state laws and regulations that are applicable to the Services provided
under this Agreement. The qualified professionals employed by Consultant will maintain current
certifications, certificates, licenses as required for Services that they provide to Municipality. Consultant is
not obligated to perform services beyond what is contemplated by this Agreement.
2.CHANGES TO SCOPE OF SERVICES
Any changes to Services between Municipality and Consultant shall be made in writing that shall specifically
designate changes in Service levels and compensation for Services. Both Parties shall determine a mutually
agreed upon solution to alter services levels and a transitional timeframe that is mutually beneficial to both
Parties. No changes shall be binding absent a written Agreement or Amendment executed by both Parties.
3.FEE STRUCTURE
In consideration of Consultant providing services, Municipality shall pay Consultant for Services performed in
accordance with Exhibit A – SCOPE OF SERVICES AND COMPENSATION.
4.INVOICE & PAYMENT STRUCTURE
Consultant will invoice Municipality, on a monthly basis and provide all necessary supporting documentation.
All payments are due to Consultant within 30 days of Consultant’s invoice date. Payments owed to Consultant
but not made within sixty (60) days of invoice date shall bear simple interest at the rate of one and one-half
percent (1.5%) per month. If payment is not received within ninety (90) days of invoice date, Services will be
discontinued until all invoices and interest are paid in full. Municipality may request, and Consultant shall
provide, additional information before approving the invoice. When additional information is requested
Municipality will identify specific disputed item(s) and give specific reasons for any request. Undisputed
portions of any invoice shall be due within 30 days of Consultants invoice date, if additional information is
requested, Municipality will submit payment within thirty (30) days of resolution of the dispute.
5.TERM
This Agreement shall be effective on the latest date on which this Agreement is fully executed by both Parties.
The initial term of this Agreement shall be twelve (12) months. Agreement shall automatically renew for
subsequent twelve (12) month terms until such time as either Party notifies the other of their desire to
terminate this Agreement.
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6.TERMINATION
Either Party may terminate this Agreement, or any part of this Agreement upon ninety (90) days written
notice, with or without cause and with no penalty or additional cost beyond the rates stated in this Agreement.
In case of such termination, Consultant shall be entitled to receive payment for work completed up to and
including the date of termination within thirty (30) days of the termination.
7.FISCAL NON-APPROPRIATION CLAUSE
Financial obligations of Municipality payable after the current fiscal year are contingent upon funds for that
purpose being appropriated, budgeted, and otherwise made available in accordance with the rules,
regulations, and resolutions of Municipality, and other applicable law. Upon the failure to appropriate such
funds, this Agreement shall be terminated.
8.MUNICIPALITY OBLIGATIONS
Municipality shall timely provide all data information, plans, specifications and other documentation
reasonably required by Consultant to perform Services (Materials). Municipality has the right to grant and
hereby grants Consultant a fully paid up, non-exclusive, non-transferable license to use the Materials in
accordance with the terms of this Agreement.
9.PERFORMANCE STANDARDS
Consultant shall perform the Services using that degree of care, skill, and professionalism ordinarily exercised
under similar circumstances by members of the same profession practicing or performing the substantially
same or similar services. Consultant represents to Municipality that Consultant retains employees that
possess the skills, knowledge, and abilities to competently, timely, and professionally perform Services in
accordance with this Agreement.
10.INDEPENDENT CONTRACTOR
Consultant is an independent contractor, and, except as provided otherwise in this section, neither
Consultant, nor any employee or agent thereof, shall be deemed for any reason to be an employee or agent
of Municipality. Municipality shall have no liability or responsibility for any direct payment of any salaries,
wages, payroll taxes, or any and all other forms or types of compensation or benefits to any personnel
performing services for Municipality under this Agreement. Consultant shall be solely responsible for all
compensation, benefits, insurance and employment-related rights of any person providing Services hereunder
during the course of or arising or accruing as a result of any employment, whether past or present, with
Consultant.
Consultant and Municipality agree that Consultant will provide similar service to other clients while under
contract with Municipality and Municipality acknowledges that Consultant employees may provide similar
services to multiple clients. Consultant shall at its sole discretion assign and reassign qualified employees, as
determined by Consultant, to perform services for Municipality. Municipality may request that a specific
employee be assigned to or reassigned from work under this Agreement and Consultant shall consider that
request when determining staffing. Consultant shall determine all conditions of employment for its
employees, including hours, wages, working conditions, promotion, discipline, hiring and
discharge. Consultant exclusively controls the manner, means and methods by which services are provided
to Municipality, including attendance at meetings, and Consultant’s employees are not subject to the direction
and control of Municipality. Except where required by Municipality to use Municipality information
technology equipment or when requested to perform the services from office space provided by the
Municipality, Consultant employees shall perform the services using Consultant information technology
equipment and from such locations as Consultant shall specify. No Consultant employee shall be assigned a
Municipal email address as their exclusive email address and any business cards or other IDs shall state that
the person is an employee of Consultant or providing Services pursuant to a contractual agreement between
Municipality and Consultant.
It is the intention of the Parties that, to the greatest extent permitted by applicable law, Consultant shall be
entitled to protection under the doctrines of governmental immunity and governmental contractor immunity,
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including limitations of liability, to the same extent as Municipality would be in the event that the services
provided by Consultant were being provided by Municipality. Nothing in this Agreement shall be deemed a
waiver of such protections.
11.ASSIGNMENT AND SUBCONTRACT
Neither party shall assign all or part of its rights or obligations under this Agreement to another entity without
the written approval of both Parties; consent shall not be unreasonably withheld. Notwithstanding the
preceding, Consultant may assign this Agreement in connection with the sale of all or substantially all of its
assets or ownership interest, effective upon notice to Municipality, and may assign this Agreement to its
parent, subsidiaries or sister companies (Affiliates) without notice to Municipality. Consultant may
subcontract any or all of the services to its Affiliates without notice to Municipality. Consultant may
subcontract any or all of the services to other third parties provided that Consultant gives Municipality prior
written notice of the persons or entities with which Consultant has subcontracted. Consultant remains
responsible for any Affiliate’s or subcontractor’s performance or failure to perform. Affiliates and
subcontractors will be subject to the same performance criteria expected of Consultant. Performance clauses
will be included in agreements with all subcontractors to assure quality levels and agreed upon schedules are
met.
12.INDEMNIFICATION
To the fullest extent permitted by law, Consultant shall defend, indemnify, and hold harmless Municipality, its
elected and appointed officials, employees and volunteers and others working on behalf of Municipality, from
and against any and all third-party claims, demands, suits, costs (including reasonable legal costs), expenses,
and liabilities (“Claims”) alleging personal injury, including bodily injury or death, and/or property damage,
but only to the extent that any such Claims are caused by the negligence of Consultant or any officer,
employee, representative, or agent of Consultant. Consultant shall have no obligations under this Section to
the extent that any Claim arises as a result of Consultants compliance with Municipal law, ordinances, rules,
regulations, resolution, executive orders or other instructions received from Municipality.
To the fullest extent permitted by law and without waiver of governmental immunity, Municipality shall
defend, indemnify, and hold harmless Consultant, its officers, employees, representatives, and agents, from
and against any and all Claims alleging personal injury, including bodily injury or death, and/or property
damage, but only to the extent that such Claims are caused by (a) the negligence of, or material breach of any
obligation under this Agreement by, Municipality or any officer, employee, representative, or agent of
Municipality or (b) Consultant’s compliance with Municipal law, ordinances, rules, regulations, resolutions,
executive orders or other instructions received from Municipality. If either Party becomes aware of any
incident likely to give rise to a Claim under the above indemnities, it shall notify the other and both Parties
shall cooperate fully in investigating the incident.
13.LIMITS OF LIABILITY
EXCEPT ONLY AS MAY BE EXPRESSLY SET FORTH HEREIN, CONSULTANT EXPRESSLY DISCLAIMS ANY AND ALL
WARRANTIES OF ANY KIND, WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION ANY WARRANTIES OF
MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, ERROR-FREE OPERATION, PERFORMANCE, ACCURACY, OR
NON-INFRINGEMENT.
EXCEPT WITH RESPECT TO PAYMENT OBLIGATIONS, IN NO EVENT SHALL THE LIABILITY OF MUNICIPALITY OR
CONSULTANT UNDER THIS AGREEMENT FROM ANY CAUSE OF ACTION WHATSOEVER (REGARDLESS OF THE FORM OF
ACTION, WHETHER IN CONTRACT, TORT OR UNDER ANY OTHER LEGAL THEORY, AND WHETHER ARISING BY
NEGLIGENCE, INTENDED CONDUCT, OR OTHERWISE) EXCEED $2,000,000.
14.INSURANCE
A.Consultant shall procure and maintain and shall cause any subcontractor of Consultant to procure
and maintain, the minimum insurance coverages listed below throughout the term of this
Agreement. Such coverages shall be procured and maintained with forms and insurers acceptable
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to Municipality. In the case of any claims-made policy, the necessary retroactive dates and extended
reporting periods shall be procured to maintain such continuous coverage.
B. Worker's compensation insurance to cover obligations imposed by applicable law for any employee
engaged in the performance of work under this Agreement, and Employer's Liability insurance with
minimum limits of one million dollars ($1,000,000) bodily injury each accident, one million dollars
($1,000,000) bodily injury by disease – policy limit, and one million dollars ($1,000,000) bodily injury
by disease – each employee. Worker’s compensation coverage in “monopolistic” states is
administered by the individual state and coverage is not provided by private insurers. Individual
states operate a state administered fund of workers compensation insurance which set coverage
limits and rates. Monopolistic states: Ohio, North Dakota, Washington, Wyoming.
C. Commercial general liability insurance with minimum combined single limits of one million dollars
($1,000,000) each occurrence and two million dollars ($2,000,000) general aggregate. The policy
shall be applicable to all premises and operations. The policy shall include coverage for bodily injury,
broad form property damage, personal injury (including coverage for contractual and employee
acts), blanket contractual, independent Consultant’s, and products. The policy shall contain a
severability of interest provision and shall be endorsed to include Municipality and Municipality’s
officers, employees, and consultants as additional insureds.
D. Professional liability insurance with minimum limits of one million dollars ($1,000,000) each claim
and two million dollars ($2,000,000) general aggregate.
E. Automobile Liability: If performance of this Agreement requires use of motor vehicles licensed for
highway use, Automobile Liability Coverage is required that shall cover all owned, non-owned, and
hired automobiles with a limit of not less than $1,000,000 combined single limit each accident.
F. Municipality shall be named as an additional insured on Consultant’s insurance coverage.
G. Prior to commencement of Services, Consultant shall submit certificates of insurance acceptable to
Municipality.
15. THIRD PARTY RELIANCE
This Agreement is intended for the mutual benefit of Parties hereto and no third-party rights are intended or
implied.
16. OWNERSHIP OF DOCUMENTS
Except as expressly provided in this Agreement, Municipality shall retain ownership of all Materials and
Consultant shall retain ownership of all pre-existing Consultant intellectual property, including improvements
thereto all work product and deliverables created by Consultant pursuant to this Agreement. The Materials,
work product and deliverables shall be used by Consultant solely as provided in this Agreement and for no
other purposes without the express prior written consent of Municipality. Subject to the preceding, as
between Municipality and Consultant, all deliverables from the performance of the Services (Deliverables)
shall become the exclusive property of Municipality when Consultant has been compensated for the same as
set forth herein, and Municipality shall thereafter retain sole and exclusive rights to receive and use such
materials in such manner and for such purposes as determined by it. Notwithstanding any provision of this
Agreement to the contrary, Consultant shall have no liability, including under Section 13, with respect to (i)
the use by Municipality of unfinished or draft Deliverables or (ii) the use of Deliverables for any project other
than that for which they were prepared or (iii) the use of Deliverables after a change in applicable codes or
law. Notwithstanding the preceding, Consultant may use the Materials, work product, deliverables,
applications, records, documents and other materials provided to perform the Services or resulting from the
Services, for purposes of (i) training, (ii) benchmarking of Municipality’s and other client’s performance
relative to that of other groups of customers served by Consultant; and (ii) improvement, development
marketing and sales of existing and future Consultant services, tools and products. For the avoidance of doubt,
Municipality Data will be provided to third parties, other than hosting providers, development consultants
and other third parties providing services for Consultant, only on an anonymized basis and only as part of a
larger body of anonymized data. If this Agreement expires or is terminated for any reason, all records,
documents, notes, data and other materials maintained or stored in Consultant’s secure proprietary software
pertaining to Municipality will be exported into a CSV file and become property of Municipality.
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Notwithstanding the preceding, Consultant shall own all rights and title to any Consultant provided software
and any improvements or derivative works thereof.
17. CONSULTANT ACCESS TO RECORDS
Parties acknowledge that Consultant requires access to Records in order for Consultant to perform its
obligations under this Agreement. Accordingly, Municipality will either provide to Consultant on a daily basis
such data from the Records as Consultant may reasonably request (in an agreed electronic format) or grant
Consultant access to its Records and Record management systems so that Consultant may download such
data. Data provided to or downloaded by Consultant pursuant to this Section shall be used by Consultant
solely in accordance with the terms of this Agreement.
18. CONFIDENTIALITY
Consultant shall not disclose, directly or indirectly, any confidential information or trade secrets of
Municipality without the prior written consent of Municipality or pursuant to a lawful court order directing
such disclosure.
19. CONSULTANT PERSONNEL
Consultant shall employ a sufficient number of experienced and knowledgeable employees to perform
Services in a timely, polite, courteous and prompt manner. Consultant shall determine appropriate staffing
levels and shall promptly inform Municipality of any reasonably anticipated or known employment-related
actions which may affect the performance of Services. Additional staffing resources shall be made available
to Municipality when assigned employee(s) is unavailable.
20. DISCRIMINATION & ADA COMPLIANCE
Consultant will not discriminate against any employee or applicant for employment because of race, color,
religion, age, sex, disability, national origin or any other category protected by applicable federal or state law.
Such action shall include but not be limited to the following: employment, upgrading, demotion or transfer,
recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation,
and selection for training, including apprenticeship. Consultant agrees to post in conspicuous places, available
to employees and applicants for employment, notice to be provided by an agency of the federal government,
setting forth the provisions of Equal Opportunity laws. Consultant shall comply with the appropriate
provisions of the Americans with Disabilities Act (the “ADA”), as enacted and as from time to time amended,
and any other applicable federal regulations. A signed certificate confirming compliance with the ADA may
be requested by Municipality at any time during the term of this Agreement.
21. SOLICITATION/HIRING OF CONSULTANT’S EMPLOYEES
During the term of this Agreement and for one year thereafter, Municipality shall not solicit, recruit or hire,
or attempt to solicit, recruit or hire, any employee or former employee of Consultant who provided services
to Municipality pursuant to this Agreement (“Service Providers”), or who interacted with Municipality in
connection with the provision of such services (including but not limited to supervisors or managers of Service
Providers, customer relations personnel, accounting personnel, and other support personnel of
Consultant). Parties agree that this provision is reasonable and necessary in order to preserve and protect
Consultant’s trade secrets and other confidential information, its investment in the training of its employees,
the stability of its workforce, and its ability to provide competitive building department programs in this
market. If any provision of this section is found by a court or arbitrator to be overly broad, unreasonable in
scope or otherwise unenforceable, Parties agree that such court or arbitrator shall modify such provision to
the minimum extent necessary to render this section enforceable. In the event that Municipality hires any
such employee during the specified period, Municipality shall pay to Consultant a placement fee equal to 100%
of the employee’s annual salary including bonus and training certification.
22. NOTICES
Any notice under this Agreement shall be in writing and shall be deemed sufficient when presented in person,
or sent, pre-paid, first-class United States Mail, or delivered by electronic mail to the following addresses:
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If to Municipality:
Amy Rusko, CED Director
City of Arlington
18204 59th Ave NE
Arlington, Washington 98223
Email: arusko@arlingtonwa.gov
If to Consultant:
Joe DeRosa, CRO
SAFEbuilt, LLC
444 North Cleveland, Suite 444
Loveland, CO 80537
Email: jderosa@safebuilt.com
23.FORCE MAJEURE
Any delay or nonperformance of any provision of this Agreement by either Party (with the exception of
payment obligations) which is caused by events beyond the reasonable control of such party, shall not
constitute a breach of this Agreement, and the time for performance of such provision, if any, shall be deemed
to be extended for a period equal to the duration of the conditions preventing such performance.
24.DISPUTE RESOLUTION
In the event a dispute arises out of or relates to this Agreement, or the breach thereof, and if said dispute
cannot be settled through negotiation, Parties agree first to try in good faith to settle the dispute by mediation,
before resorting to arbitration, litigation, or some other dispute resolution procedure. The cost thereof shall
be borne equally by each Party.
25.ATTORNEY’S FEES
In the event of dispute resolution or litigation to enforce any of the terms herein, each Party shall pay all its
own costs and attorney’s fees.
26.AUTHORITY TO EXECUTE
The person or persons executing this Agreement represent and warrant that they are fully authorized to sign
and so execute this Agreement and to bind their respective entities to the performance of its obligations
hereunder.
27.CONFLICT OF INTEREST
Consultant shall refrain from providing services to other persons, firms, or entities that would create a conflict
of interest for Consultant with regard to providing the Services pursuant to this Agreement. Consultant shall
not offer or provide anything of benefit to any Municipal official or employee that would place the official or
employee in a position of violating the public trust as provided under Municipality’s charter and code of
ordinances, state or federal statute, case law or ethical principles.
28.GOVERNING LAW AND VENUE
The negotiation and interpretation of this Agreement shall be construed under and governed by the laws of
the State of Washington, without regards to its choice of laws provisions. Exclusive venue for any action under
this Agreement, other than an action solely for equitable relief, shall be in the state and federal courts serving
Municipality and each party waives any and all jurisdictional and other objections to such exclusive venue.
29.COUNTERPARTS
This Agreement and any amendments or task orders may be executed in one or more counterparts, each of
which shall be deemed an original, but all of which shall constitute one and the same instrument. For purposes
of executing this Agreement, scanned signatures shall be as valid as the original.
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30.ELECTRONIC REPRESENTATIONS AND RECORDS
Parties hereby agree to regard electronic representations of original signatures as legally sufficient for
executing this Agreement and scanned signatures emailed by PDF or otherwise shall be as valid as the original.
Parties agree not to deny the legal effect or enforceability of the Agreement solely because it is in electronic
form or because an electronic record was used in its formation. Parties agree not to object to the admissibility
of the Agreement in the form of an electronic record, or a paper copy of an electronic document, or a paper
copy of a document bearing an electronic signature, on the ground that it is an electronic record or electronic
signature or that it is not in its original form or is not an original.
31.WAIVER
Failure to enforce any provision of this Agreement shall not be deemed a waiver of that provision. Waiver of
any right or power arising out of this Agreement shall not be deemed waiver of any other right or power.
32.ENTIRE AGREEMENT
This Agreement, along with attached exhibits, constitutes the complete, entire and final agreement of the
Parties hereto with respect to the subject matter hereof, and shall supersede any and all previous agreements,
communications, representations, whether oral or written, with respect to the subject matter hereof.
Invalidation of any of the provisions of this Agreement or any paragraph sentence, clause, phrase, or word
herein or the application thereof in any given circumstance shall not affect the validity of any other provision
of this Agreement.
IN WITNESS HEREOF, the undersigned have caused this Agreement to be executed in their respective names on
the dates hereinafter enumerated.
SAFEbuilt Washington, LLC City of Arlington, Washington
By: ______________________________ By:
Name: Matthew K. Causley Name:
Title: Chief Operating Officer Title:
Date: May 11, 2026 Date:
(Balance of page left intentionally blank)
Don E. Vanney
Mayor
EXHIBIT A – SCOPE OF SERVICES AND COMPENSATION
Scope of Services
Services that the SAFEbuilt Planning Team will provide for this project include:
Review land use, development, and entitlement application materials for completeness in
accordance with the City, State, and Federal requirements
Review proposed projects for consistency with the City’s Comprehensive Plan, zoning
code, development regulations, design standards, subdivision regulations, critical areas
regulations, shoreline regulations, and other applicable local plans and ordinances.
Perform environmental review under the Washington State Environmental Policy Act
(SEPA), including determining whether a proposal is categorically exempt, whether a SEPA
checklist is required, and whether a threshold determination such as a DNS, MDNS, DS, or
EIS may be appropriate
Process various types of land use and development permit applications through the City’s
review process as assigned
Coordinate interdepartmental and interagency review of development applications, with
municipal departments utilities, state agencies, tribal governments, special districts, and
other reviewing agencies as appropriate
Prepare staff reports, findings, conditions of approval, SEPA documents, notices of
application, notices of decision, public hearing materials, resolutions, ordinances, and
recommendations for action by City staff, the Hearing Examiner, Planning Commission,
City Council, or other decision-making bodies as applicable
Support compliance with the Washington Growth Management Act (GMA)
Attend meetings of the City Council, Planning Commission, Hearing Examiner, City staff,
public officials, community leaders, applicants, developers, contractors, state or regional
agencies, and the general public as directed
Complete planning review of building permits, civil improvement plans, subdivisions, short
plats, boundary line adjustments, site plans, tenant improvements, and other
development permits as requested
Assist with public noticing, public hearing preparation, applicant coordination,
neighborhood meeting support, public comment review, and preparation of responses to
comments as directed by the City
Review and process lot closures, lot consolidations, boundary line adjustments, lot line
revisions, short plats, subdivisions, and related land division or lot configuration
applications
Support updates or amendments to development regulations, zoning code provisions,
design standards, permitting procedures, and long-range planning documents, as
assigned by the Community and Economic Director
Other planning-related duties as assigned by the Community and Economic Director
Work products will be submitted digitally to the City in a standard City format via email, Dropbox,
or similar process. SAFEbuilt will provide draft documents to the City prior to finalizing them.
Any meetings will be attended virtually, unless in-person presence is required. Travel expenses
and time will be applied.
Compensation / Payment Schedule
All billing rates listed herein are fully burdened rates and include all overhead, administrative, and
general business expenses associated with the performance of services. Such costs include, but
are not limited to, internal project management, billing and invoicing, accounting, reporting, and
general administrative support.
Beginning on the 1st anniversary of the Effective Date of the Agreement and annually thereafter,
the hourly rates listed below shall be automatically increased based upon the annual increase in
the Department of Labor, Bureau of Labor Statistics or successor thereof, Consumer Price Index
(United States City Average, All Items (CPI-U), Not Seasonally adjusted, All Urban Consumers,
referred to herein as the “CPI”). Such increase shall not exceed 4% per annum. The increase will
become effective upon publication of the applicable CPI data. If the index decreases, the rates
listed shall remain unchanged
Classification Hourly Billing Rate
Planning Services
Community Development Director ........................................................................................................ $220
Planning Manager .........................................................................................................................................200
Project Manager ............................................................................................................................................200
Principal Planner...................................................................................................................................... .....180
Senior Planner ...............................................................................................................................................160
Associate Planner ..........................................................................................................................................140
Assistant Planner ...........................................................................................................................................120
Planning Technician .....................................................................................................................................100
Engineering Services
City Engineer ............................................................................................................................................... $242
Project Manager ............................................................................................................................................227
Senior Traffic Engineer .................................................................................................................................216
Traffic Engineer III .........................................................................................................................................206
Traffic Engineer II ..........................................................................................................................................196
Traffic Engineer I ............................................................................................................................................186
Traffic Engineering Associate II ..................................................................................................................170
Traffic Engineering Associate I....................................................................................................................160
Transportation Engineer .............................................................................................................................225
Supervising Engineer ....................................................................................................................................220
Senior Engineer .............................................................................................................................................215
Land Surveyor ................................................................................................................................................205
Engineering Associate III ..............................................................................................................................170
Engineering Associate II ...............................................................................................................................160
Engineering Associate I ................................................................................................................................150
Survey Technician .........................................................................................................................................140
Senior Engineering Technician ..................................................................................................................140
Engineering Technician III ...........................................................................................................................140
Engineering Technician II ............................................................................................................................125
Engineering Technician I .............................................................................................................................115
SAFEbuilt will charge mileage for any required in-person meetings at the current IRS standard
milage rate.