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HomeMy WebLinkAbout08-16-2021 Agenda City Council Meeting * c August 16, 2021 - 7:00 PM CITY OF * City Hall Council Chambers and Virtual AUBURN AGENDA Watch the meeting LIVE! WAS H I NGTON Watch the meeting video Meeting videos are not available until 72 hours after the meeting has concluded. I. CALL TO ORDER II. PUBLIC PARTICIPATION 1. Public Participation The Auburn City Council Meeting scheduled for Monday, August 16, 2021 at 7:00 p.m. will be held in person and virtually. Virtual Participation Link: To attend the meeting virtually please click one of the below links, enter the meeting I D into the Zoom app, or call into the meeting at the phone number listed below. The link to the Virtual Meeting is: Zoom: https://us06web.zoom.us/j/84903026775 The public can also view the meeting on YouTube: https://www.youtube.com/user/watchauburn/live/?nomobile=1 To join the meeting by phone, please use the below call-in information: 253 215 8782 877 853 5257 (Toll Free) Webinar I D: 849 0302 6775 A. Pledge of Allegiance B. Roll Call III. ANNOUNCEMENTS, PROCLAMATIONS,AND PRESENTATIONS A. International Overdose Awareness Day Proclamation Mayor Backus to proclaim August 31, 2021 as "International Overdose Awareness Day" in the City of Auburn Page 1 of 192 IV. APPOINTMENTS A. Urban Tree Board City Council to confirm the following appointments to the Urban Tree Board for three year terms expiring December 31, 2023: • Linda Bielejec • Joyce Peloza (RECOMMENDED ACTION: Move to approve the Urban Tree Board Appointments.) V. AGENDA MODIFICATIONS VI. NEW BUSINESS VI I. CITIZEN INPUT, PUBLIC HEARINGS AND CORRESPONDENCE A. Public Hearings - (No public hearing is scheduled for this evening.) B. Audience Participation This is the place on the agenda where the public is invited to speak to the City Council on any issue. 1. The public can participate in-person or submit written comments in advance. Participants can submit written comments via mail, fax or email.All written comments must be received prior to 5:00 p.m. on the day of the scheduled meeting and must be 350 words or less. Please mail comments to: City of Auburn Attn: Shawn Campbell, City Clerk 25 W Main St Auburn, WA 98001 Please fax comments to: Attn: Shawn Campbell, City Clerk Fax number: 253-804-3116 Email comments to: publiccomment©auburnwa.gov C. Correspondence - (There is no correspondence for Council review.) Page 2 of 192 VIII. COUNCILAD HOC COMMITTEE REPORTS Council Ad Hoc Committee Chairs may report on the status of their ad hoc Council Committees' progress on assigned tasks and may give their recommendation to the City Council, if any. 1. Finance Ad Hoc Committee (Chair Baggett) 2. ARPAAd Hoc Committee (Chair Baggett) IX. CONSENT AGENDA All matters listed on the Consent Agenda are considered by the City Council to be routine and will be enacted by one motion in the form listed. A. Minutes of the July 12, 2021, July 26, 2021 and August 9, 2021 Study Session B. Minutes of the August 2, 2021 Regular Council Meeting C. Claims Vouchers (Thomas) Claim voucher list dated July 19, 2021 which includes voucher numbers 463882 through 464109 in the amount of$4,174,834.08 and four wire transfers in the amount of$1,029,988.81 Claim voucher list dated August 16, 2021 which includes voucher numbers 464382 through 464581 in the amount of$2,758,833.13 and six wire transfers in the amount of $534,584.79 D. Payroll Vouchers (Thomas) Payroll check numbers 539166 through 539172 in the amount of$74,621.78, and electronic deposit transmissions in the amount of $2,396,805.31, for a grand total of $2,471,427.09 for the period covering June 30, 2021 to July 14, 2021 Payroll check numbers 539177 through 539183 in the amount of$74,806.18, and electronic deposit transmissions in the amount of $2,298,958.46, for a grand total of $2,373,764.64 for the period covering July 29, 2021 to August 11, 2021 (RECOMMENDED ACTION: Move to approve the Consent Agenda.) X. UNFINISHED BUSINESS Xl. ORDINANCES A. Ordinance No. 6828 (Tate) An Ordinance relating to the regulation of portable signs, and amending Sections 18.29.060, 18.29.070, 18.56.030 of the Auburn City Code and various sections of the Downtown Urban Center design standards (RECOMMENDED ACTION: Move to adopt Ordinance No. 6828.) Page 3 of 192 XII. RESOLUTIONS A. Resolution No. 5607 (Gaub) A Resolution authorizing the Mayor to execute easement agreements between the City of Auburn (The City) and Burlington Northern Santa Fe Railway (BNSF) relating to Project CP1110, A Street SE Corridor Study (Project) (RECOMMENDED ACTION: Move to adopt Resolution No. 5607.) B. Resolution No. 5610 (Gaub) A Resolution approving the submittal of the City's Limited Update of the 2015 Comprehensive Water Plan to the Washington State Department of Health (RECOMMENDED ACTION: Move to adopt Resolution No. 5610.) C. Resolution No. 5611 (Gaub) A Resolution ratifying the Mayor's August 9, 2021 declaration of Stage 1 water shortage emergency (RECOMMENDED ACTION: Move to adopt Resolution No. 5611.) XII I. MAYORAND COUNCILMEMBER REPORTS At this time the Mayor and City Council may report on significant items associated with their appointed positions on federal, state, regional and local organizations. A. From the Council B. From the Mayor XIV. ADJOURNMENT Agendas and minutes are available to the public at the City Clerk's Office, on the City website (http✓/www.auburnwa.gov), and via e-mail. Complete agenda packets are available for review at the City Clerk's Office. Page 4 of 192 CITY OF f A all will D AGENDA BILL APPROVAL FORM WASHINGTON Agenda Subject: Date: Minutes of the July 12, 2021, July 26, 2021 and August 9, 2021 August 4, 2021 Study Session Department: Attachments: Budget Impact: City Council 07-12-2021 Nfinutes Current Budget: $0 07-26-2021 Nfinutes Proposed Revision: $0 08-09-2021 Nfinutes Revised Budget: $0 Administrative Recommendation: Background for Motion: Background Summary: Reviewed by Council Committees: Councilmember: Staff: Meeting Date: August 16, 2021 Item Number: CA.A Page 5 of 192 City Council Study Session Muni Services SFA July 12, 2021 - 5:30 PM CITY OF * Virtual AUBURN AGENDA WAS H I NGTONT Watch the meeting video Meeting videos are not available until 72 hours after the meeting has concluded. I. CALL TO ORDER Deputy Mayor DaCorsi called the meeting to order at 5:48 p.m. I I. VIRTUAL PARTICIPATION LINK A. Virtual Participation Link The City Council Study Session was held virtually. B. Roll Call Councilmembers virtually present: Deputy Mayor Claude DaCorsi, Bob Baggett, Larry Brown, James Jeyaraj, Robyn Mulenga, Chris Stearns and Yolanda Trout-Manuel. Mayor Nancy Backus, City Attorney Kendra Comeau, Innovation and Technical Support Specialist Danika Olson, Director of Innovation and Technology David Travis, Police Chief Dan O'Neil and Deputy City Clerk Teresa Mattingly were in Chambers. The following department directors and staff members attended the meeting virtually: Senior City Staff Attorney Harry Boesche, Prosecutor Sergio Flores, Domestic Violence Paralegal Gloria Cody, Director of Public Works Ingrid Gaub, Director of Finance Jamie Thomas, Director of Community Development Jeff Tate, Director of Parks, Arts, and Recreation Daryl Faber, Director of Human Resources and Risk Management Candis Martinson, Police Commander Steve Stocker, Outreach Program Administrator Kent Hay and Assistant Director of Innovation and Technology Ashley Riggs. III. AGENDA ITEMS FOR COUNCIL DISCUSSION A. Axon Body Camera Presentation (O'Neil)(60 Minutes) A presentation from Axon on Body Camera Technology and Services Chief O'Neil introduced Commander Stocker who provided Council with a brief overview of the Police Departments partnership with Axon and their Page 6 of 492 plans to transition to a new system called the"Officer Safety Plan" and the potential benefits of their officers wearing body worn cameras. Commander Stocker introduced Axon's Regional Manager Alan Sliper and Taser Representative James Hillary. Mr. Sliper and Mr. Hillary reviewed Axon's vision as a public safety technology company, products and services, current Body Worn Camera (BWC) customers in Washington and the purpose of Axon's products including; decreased use of force, decreased litigation, increased cost savings, streamlined evidence management and report writing. They also discussed Virtual Reality (VR) Offerings, training simulators, current VR products, products in development, Axon's support services and the Axon Body 3 camera and its capabilities. Council discussed body worn camera technology, the retention and storage process, how and when the body worn cameras are activated, customer service support, potential impacts of using a taser on someone with medical conditions, redacting data on body worn cameras and community engagement regarding developing policies related to using body cameras. They also discussed the cost of the contract with Axon, when the new services will be implemented and the benefits of using body cameras. B. 1st Quarter 2021 Financial Report (Thomas)(20 Minutes) Director Thomas presented Council with an update on the 1st Quarter 2021 Financial Report and discussed the General Fund Revenue and Expenditures, Property Taxes, Retail Sales and Use Tax, Utility Tax, Building Permits, Intergovernmental Revenues, Charges for Services, Real Estate Excise Tax, Transportation Impact Fees and Water Revenues versus water sold. Council requested a copy of the last 4 slides of the presentation and General Fund expenditures. IV. MUNICIPAL SERVICES DISCUSSION ITEMS A. Police Advisory Committee Update (O'Neil)(30 Minutes) Councilmember Jeyaraj presided over this section of the meeting. Chief O'Neil provided a brief update on the Police Advisory Committee (PAC) goals and discussed the BOLA Wrap (non-lethal tool to subdue suspects), Community Service Award, Scholarship Foundation, Legislative Reform,Auburn Police Foundation, Auburn Police Liaisons for each member of the PAC, Community Court, Lea Hill Community concerns and incorporating Public Information Officers (PIO) into the PAC. Chief O'Neil introduced Jessica Hesse the District 6 representative with the PAC, who discussed her work on the PAC, the benefits of having a PAC and her experience working with her Auburn Police Department Page 2 of 492 liaison. Council thanked Ms. Hesse for her work and recommendations on the PAC. B. 2021 Legislative Updates Related to Policing (O'Neil)(45 Minutes) Deputy Mayor DaCorsi called for a 5 minute recess at 7:00 p.m. The meeting reconvened at 7:37 p.m. Chief O'Neil provided Council with an overview of the 2021 Legislative updates related to policing. He discussed the 13 bills that were signed into law in May of 2021 related to police reform and the impacts they will have on the way they police the community. City Attorney Comeau and Assistant City Attorney Boesche reviewed the House and Senate bills signed into law related to policing and their potential impacts on the police department and the City of Auburn. They discussed ESHB 1054 -Tactics, E2SHB 1310 - Use of Force, ESB 5476 - Blake Decision, SSB 5066— Duty to Intervene, SHB 1223 - Electronic Recording, ESHB 1140 - Juvenile Access to Attorneys, ESHB 1267 - Office of Independent Investigations, E2SSB 5051 - Decertification, SSB 5055 - Grievance Arbitration Panels, and E2SSB 5259 - Law Enforcement Data Collection. Chief O'Neil reviewed the steps going forward to meet the needs of the community and the police department. He discussed the Cop Logic program and how business owners can use it to report theft and shoplifting incidents under$250.00. He reviewed how the police department will handle and/or respond to the following calls; service of court orders, involuntary committals, welfare checks, misdemeanor crimes, suspicious subjects,juvenile problems, trespass/unwanted persons, suicidal subjects, controlled substances, lost property, traffic complaints and traffic enforcement, parking complaints, RV's and transient camps, property crimes without suspect info, and noise complaints at multi-family housing complexes. He also discussed how the Auburn Police Department is developing a website of community resources to assist in solving issues that require assistance outside of law enforcement. Council thanked Chief O'Neil for his leadership and discussed the steps going forward related to RV's and transient camps, The Blake Decision, passed legislation and related consequences, officer and leadership trainings on new legislation, crisis intervention training, tracking and reporting data and how the new legislation will impact SWAT regarding which weapons they can and cannot use. C. Community Court Update (Comeau)(20 Minutes) City Attorney Comeau presented Council with an update on the Community Court and reviewed the purpose of Community Court, partners in the Auburn Community Court, the location and lease, design and construction Page 8 of 492 and property updates. Senior City Staff Attorney Boesche and Paralegal Cody discussed the eligibility criteria for Community Court participants, the number people who have been identified as eligible for Community Court, general disqualifiers and the scope of Community Court to address lower-level non-traffic offenses committed by individuals struggling with substance use, mental health, or homelessness issues. City Attorney Comeau introduced Attorney Sergio Flores who reviewed the Community Court process and the Stipulated Order of Continuance agreement. Council discussed work source training, the Community Court process, graduation timelines, participants follow up and services available at the Auburn Resource Center. V. OTHER DISCUSSION ITEMS There were no other discussion items. VI. NEW BUSINESS There was no new business. VII. ADJOURNMENT There being no further business to come before the Council, the meeting was adjourned at 9:06 p.m. APPROVED this 2nd day of August, 2021. CLAUDE DACORSI, DEPUTY MAYOR Teresa Mattingly, Deputy City Clerk Agendas and minutes are available to the public at the City Clerk's Office, on the City website (http✓/www.auburnwa.gov), and via e-mail. Complete agenda packets are available for review at the City Clerk's Office. Page @ of 492 City Council Study Session Community Wellness Special Focus Area CITY OF * * * July 26, 2021 - 5:30 PM Virtual AUBURN MINUTES Watch the meeting LIVE! * -- WASHINGTON Watch the meeting video Meeting videos are not available until 72 hours after the meeting has concluded. I. CALL TO ORDER Deputy Mayor DaCorsi called the meeting to order at 5:30 p.m. II. VIRTUAL PARTICIPATION LINK A. Virtual Participation Link The City Council Study Session was held virtually. B. Roll Call Councilmembers virtually present: Deputy Mayor Claude DaCorsi, Bob Baggett, Larry Brown, James Jeyaraj, Robyn Mulenga, Chris Stearns and Yolanda Trout-Manuel. Mayor Nancy Backus, Innovation and Technical Support Specialist Eric Dusoleil,Assistant Police Chief Mark Caillier, Director of Innovation and Technology David Travis and City Clerk Shawn Campbell were in Chambers. The following department directors and staff members attended the meeting virtually: City Attorney Kendra Comeau, Director of Community Development Jeff Tate, Director of Public Works Ingrid Gaub, Director of Finance Jamie Thomas, Community Services Manager Joy Scott, Human Services Program Coordinator Kyla Wright, Utilities Engineering Manager Lisa Tobin, Water Utility Engineer Susan Fenhaus and Assistant Director of Innovation and Technology Ashley Riggs. III. COMMUNITYWELLNESS DISCUSSION ITEMS A. Human Services Program Update and Panel Presentation (Tate)(60 Minutes) Staff will provide an overview of progress made towards 2021 Human Services program goals, followed by a panel presentation of staff representatives from currently funded programs serving Auburn residents Community Services Manager Scott provided Council with the Human Service Program update. She reviewed General Fund funding verses Page 103fi#192 CDGB Funding dollars, how the City allocates funding and manages contracts for programs that have received grant funds, how priority areas are established, the 2021 Funding Update, types of programs funded in the 2021-2022 cycle and the number of people who received services in each priority category. Manager Scott introduced Angela Dannenbring from Domestic Violence Awareness Network (DAWN), Ryan Disch-Guzman from Mary's Place, Laura Black from Solid Ground, Adrea Kitt from Multi-Service Center (MSC), Diane Lyons and Kathy Powers from Orion Industries. Each service provider representative provided Council with an update on their agency and how they are serving the residents of Auburn. Council discussed the work the service providers provide the residents of Auburn, using an equity lens when providing grant funds, demographic tracking, rental assistance, services for people who are undocumented and the service providers ability to managing an increased caseload. Council thanked all the panel members for their work in the Auburn Community. IV. AGENDA ITEMS FOR COUNCIL DISCUSSION A. Limited Update of the 2015 Comprehensive Water Plan (Gaub)(15 Minutes) Water Utility Engineer Fenhaus provided Council with an update on the 2015 Comprehensive Water Plan and discussed the Comprehensive Plan extension request, planning efforts and the 2021-2026 Water Use Efficiency Program and goals. She also discussed the next steps, which include; public hearings to receive comments on the Water Use Efficiency Program and the Limited Update of the 2015 Comprehensive Water Plan, approving Resolution No. 5603 Water Use Efficiency Program and Resolution No. 5604 Limited Update of the 2015 Comprehensive Water Plan, submitting both documents to the Department of Health and begin preparation of full comprehensive Water Plan along with the City's 2024 Comprehensive Plan for approval. Council discussed watering lawns during the summer and future water projections. B. Ordinance No. 6827 (Thomas)(30 Minutes) An Ordinance amending Ordinance No. 6794, the 2021-2022 Biennial Operating Budget Ordinance, and Ordinance No. 6796, the 2021-2022 Biennial Capital Budget, as amended by Ordinance No. 6815, authorizing amendment to the City of Auburn 2021-2022 Budget as set forth in Schedule "A" and Schedule "B" Director Thomas provided Council with Budget Amendment No. 2 to the 2021-2022 Biennial Operating Budget and the 2021-2022 Biennial Capital Budget. She reviewed the proposed amendments to each budget including; fund balance adjustments, revenue adjustments, Capital Fund Page 2bb@192 transfers, funding adjustments and new requests for funding. Council discussed funding for the Auburn Resource Center. C. Ordinance No. 6830 (O'Neil)(15 Minutes) An Ordinance adding a new section to the Auburn City Code that authorizes the Auburn Police Department to use body worn cameras and provides a process for community input into body worn camera policy development; and authorizing the Auburn Police Department to engage in a competitive negotiation process to procure to body worn cameras and related equipment Assistant Chief Caillier provided Council with Ordinance No. 6830 regarding authorizing the use of body worn cameras and allowing the police to engage in a competitive negotiation process to procure body worn cameras and related equipment. Council discussed the costs associated with the ordinance, the ability to put the Request for Proposal (RFP) out to all body camera providers and the number of body worn cameras included in the RFP. D. Resolution No. 5605 (Tate)(10 Minutes) A Resolution authorizing the Mayor to execute an interlocal agreement between Pierce County, the Puyallup Indian Tribe and several Pierce County cities for the creation and operation of South Sound Housing Affordability Partners (SS HAP) Director Tate provided Council with Resolution No. 5605 regarding an interlocal agreement with South Sound Housing Affordability Partners (SSHAP). V. OTHER DISCUSSION ITEMS There were no other discussion items. VI. NEW BUSINESS There was no new business. VII. EXECUTIVE SESSION A. Executive Session Deputy Mayor DaCorsi recessed into Executive Session at 7:26 pm for 15 minutes pursuant to RCW 42.30.110(1)(i)to discuss potential litigation. The Mayor, Council and City Attorney were asked to attend the Executive Session. Deputy Mayor DaCorsi reconvened the Study Session at 7:47 p.m. Page 32 64192 VI I I. ADJOURNMENT There being no further business to come before the Council, the meeting was adjourned at 7:47 p.m. APPROVED this 16th day of August, 2021. CLAUDE DACORSI, DEPUTY MAYOR Shawn Campbell, City Clerk Agendas and minutes are available to the public at the City Clerk's Office, on the City website (http✓/www.auburnwa.gov), and via e-mail. Complete agenda packets are available for review at the City Clerk's Office. Page 43°b4192 City Council Study Session Finance, Technology and Economic Development 110.-1c Special Focus Area * CITY OF * August 9, 2021 - 5:30 PM - -RN- City Hall Council Chambers and Virtual MINUTES Watch the meeting LIVE! ir- WASHINGTON Watch the meeting video Meeting videos are not available until 72 hours after the meeting has concluded. I. CALL TO ORDER Deputy Mayor DaCorsi called the meeting to order at 5:30 p.m. II. PUBLIC PARTICIPATION A. Public Participation The City Council Study Session was held in person and virtually. B. Roll Call Councilmembers virtually present: Deputy Mayor Claude DaCorsi, Bob Baggett, James Jeyaraj, Robyn Mulenga, Chris Stearns and Yolanda Trout-Manuel. Councilmember Larry Brown was excused. Mayor Nancy Backus, Innovation and Technical Support Specialist Danika Olson, Police Chief Dan O'Neil and City Clerk Shawn Campbell were in Chambers. The following department directors and staff members attended the meeting virtually: Assistant City Attorney Doug Ruth, Director of Public Works Ingrid Gaub, Director of Finance Jamie Thomas, Director of Community Development Jeff Tate, Director of Human Resources and Risk Management Candis Martinson, Utility Billing and Solid Waste Services Supervisor Joan Nelson, Planner II Alexandria Teague and Assistant Director of Innovation and Technology Ashley Riggs. III. AGENDA ITEMS FOR COUNCIL DISCUSSION A. Waste Management Contract Implementation (Thomas)(30 Minutes) Director Thomas introduced Waste Management Public Sector Services Manager, Laura Moser. Ms. Moser provided Council with an update on the new solid waste contract implementation. She reviewed highlights of the new contract and the public information outreach for customers. Page 144b2192 Council discussed the size of the cans, the billing cycles, programs for residents who need assistance, and paper or paperless billing. B. Ordinance No. 6828 (Tate)(15 Minutes) An Ordinance relating to the regulation of portable signs, and amending sections 18.29.060, 18.29.070, 18.56.030 of the Auburn City Code and various sections of the Downtown Urban Center design standards Planner Teague presented Council with Ordinance No. 6828 regarding the portable sign code update. The sign code update has been forwarded to the Council from the Planning Commission. She reviewed the location and purpose of the update, she reviewed the sunset temporary sign permit authorization application, noncompliant signs, design standards for portable signs, and proposed changes to the sign code. Council discussed political signs, sign movement and lights, portable signs outside of the Downtown Urban Center(DUC), code enforcement action for portable signs and businesses using strobe lights. IV. FINANCE, TECHNOLOGYAND ECONOMIC DEVELOPMENT DISCUSSION ITEMS A. There were no items for discussion under the Special Focus Area. V. OTHER DISCUSSION ITEMS There were no other discussion items. VI. NEW BUSINESS Councilmember Trout-Manuel asked if the City has any plans for the GSA building. Mayor Backus noted the Council changed the zoning a few years ago and the Federal Government owns the building. Director Tate explained the City does not have vision planning for private property. VII. ADJOURNMENT There being no further business to come before the Council, the meeting was adjourned at 6:31 p.m. APPROVED this 16th day of August, 2021. CLAUDE DACORSI, DEPUTY MAYOR Shawn Campbell, City Clerk Agendas and minutes are available to the public at the City Clerk's Office, on the City website (http://www.auburnwa.gov), and via e-mail. Complete agenda packets are available for review at the City Clerk's Office. Page 25 62192 CITY OF f A `u r D AGENDA BILL APPROVAL FORM rim WASHINGTON Agenda Subject: Date: Minutes of the August 2, 2021 Regular Council Meeting August 6, 2021 Department: Attachments: Budget Impact: City Council 08-02-2021 mutes Current Budget: $0 Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: Background for Motion: Background Summary: Reviewed by Council Committees: Councilmember: Staff: Meeting Date: August 16, 2021 Item Number: CA.B Page 16 of 192 City Council Meeting * �k August 2, 2021 - 7:00 PM CITY OF * City Hall and Virtual AUBURN MINUTES Watch the meeting LIVE! WAS H I NGTON Watch the meeting video Meeting videos are not available until 72 hours after the meeting has concluded. I. CALL TO ORDER I I. Public Participation 1. Public Participation The City Council Meeting was held in person and virtually. A. Pledge of Allegiance Mayor Nancy Backus called the meeting to order at 7:00 p.m. in the Council Chambers of Auburn City Hall, 25 West Main Street and led those in attendance in the Pledge of Allegiance. B. Roll Call Councilmembers virtually present: Deputy Mayor Claude DaCorsi, Larry Brown, Bob Baggett, James Jeyaraj, Robyn Mulenga, Chris Stearns and Yolanda Trout-Manuel. Mayor Nancy Backus, Innovation and Technical Support Specialist Danika Olson and City Clerk Shawn Campbell were in Chambers. The following department directors and staff members attended the meeting virtually: City Attorney Kendra Comeau, Director of Public Works Ingrid Gaub, Director of Community Development Jeff Tate, Director of Parks,Arts, and Recreation Daryl Faber, Director of Finance Jamie Thomas, Director of Human Resources and Risk Management Candis Martinson and Assistant Director of Innovation and Technology Ashley Riggs. III. ANNOUNCEMENTS, PROCLAMATIONS,AND PRESENTATIONS There were no announcements, proclamations or presentations. Page 1 bbV 192 IV. APPOINTMENTS A. Arts Commission City Council to confirm the following appointments to the Arts Commission for three year terms expiring December 31, 2023: • Kristine de Leon • Tori Olsen Deputy Mayor DaCorsi moved and Councilmember Jeyaraj seconded to confirm the appointments of Kristine de Leon and Tori Olsen to the Arts Commission for a three-year term to expire December 31, 2023. MOTION CARRIED UNANIMOUSLY. 7-0 V. AGENDA MODIFICATIONS There were no modifications to the agenda. VI. NEW BUSINESS There was no new business. VI I. CITIZEN INPUT, PUBLIC HEARINGS AND CORRESPONDENCE A. Public Hearings 1. Public Hearing In Person or Virtual Participation 2. Public Hearing for Limited Update of the 2015 Comprehensive Water Plan City Council to hold a Public Hearing to consider the Limited Update of the 2015 Comprehensive Water Plan Mayor Backus opened the public hearing at 7:04 p.m. There were no public comments received, she closed the hearing. 3. Public Hearing for Water Use Efficiency Program City Council to hold a Public Hearing to Consider 2021-2026 Water Use Efficiency Program Mayor Backus opened the public hearing at 7:05 p.m. There were no public comments received, she closed the hearing. Page 280b17192 B. Audience Participation This is the place on the agenda where the public is invited to speak to the City Council on any issue. 1. The public can participate in-person, or submit written comments in advance. Waylon Menzia, 719 R Street NE,Auburn Mr. Menzia encouraged Council to be intentional in their actions. C. Correspondence There was no correspondence for Council to review. VII I. COUNCIL AD HOC COMMITTEE REPORTS Council Ad Hoc Committee Chairs may report on the status of their ad hoc Council Committees' progress on assigned tasks and may give their recommendation to the City Council, if any. 1. Finance Ad Hoc Committee (Chair Baggett) Councilmember Baggett, Chair of the Finance ad hoc committee, reported he and Councilmember Jeyaraj have reviewed the claims and payroll vouchers described on the agenda this evening and recommended their approval. 2. ARPA Ad Hoc Committee (Chair Baggett) Mayor Backus explained the purpose for the adhoc committee. Councilmember Baggett, Chair of the ARPA ad hoc committee, explained the timing and expected funds from the ARPA allocation. IX. CONSENT AGENDA All matters listed on the Consent Agenda are considered by the City Council to be routine and will be enacted by one motion in the form listed. A. Minutes of the June 28, 2021 Study Session B. Minutes of the July 6, 2021 Regular Council Meeting C. Claims Vouchers (Thomas) Claim voucher list dated August 2, 2021 which includes voucher numbers 464110 through 464381 in the amount of$2,090,530.20 and four wire transfers in the amount of$777,574.95 Page 39 bV192 D. Payroll Vouchers (Thomas) Payroll check numbers 539173 through 539176 in the amount of$535,053.41, and electronic deposit transmissions in the amount of $2,201,303.15, for a grand total of$2,736,356.56 for the period covering July 15, 2021 to July 28, 2021 are approved for payment this 2nd, day of August, 2021 E. Public Works Project No. CP1416 City Council to approve an increase of$50,000.00 in the total maximum authorized contract amount for Public Works Contract No. 21-10; Construction of Project No. CP1416, F Street SE Non-Motorized Improvements Deputy Mayor DaCorsi moved and Councilmember Brown seconded to approve the consent agenda. MOTION CARRIED UNANIMOUSLY. 7-0 X. UNFINISHED BUSINESS There was no unfinished business. XI. ORDINANCES A. Ordinance No. 6827 (Thomas) An Ordinance amending Ordinance No. 6794, the 2021-2022 Biennial Operating Budget Ordinance, and Ordinance No. 6796, the 2021-2022 Biennial Capital Budget, as amended by Ordinance No. 6815, authorizing amendment to the City of Auburn 2021-2022 Budget as set forth in Schedule "A" and Schedule "B" Deputy Mayor DaCorsi moved and Councilmember Trout-Manuel seconded to approve Ordinance No. 6827. MOTION CARRIED UNANIMOUSLY. 7-0 B. Ordinance No. 6830 (O'Neil) An Ordinance adding a new section to the Auburn City Code that authorizes the Auburn Police Department to use body worn cameras and provides a process for community input into body worn camera policy development; and authorizing the Auburn Police Department to engage in a competitive negotiation process to procure body worn cameras and related equipment Councilmember Jeyaraj moved and Councilmember Brown seconded to approve Ordinance No. 6830. Council discussed the competitive negotiation process to procure body worn cameras and related equipment. MOTION CARRIED UNANIMOUSLY. 7-0 Page 2(bbfV192 XII. RESOLUTIONS A. Resolution No. 5600 (Gaub) A Resolution authorizing the Mayor to accept two state grants from the Washington State Department of Transportation (WSDOT) Councilmember Brown moved and Councilmember Mulenga seconded to adopt Resolution No. 5600. MOTION CARRIED UNANIMOUSLY. 7-0 B. Resolution No. 5602 (Gaub) A Resolution authorizing the Mayor to accept a grant from the Washington Traffic Safety Commission (WTSC) Councilmember Stearns moved and Councilmember Trout-Manuel seconded to adopt Resolution No. 5602. MOTION CARRIED UNANIMOUSLY. 7-0 C. Resolution No. 5603 (Gaub) A Resolution authorizing submittal of the City's 2021-2026 Water Use Efficiency Program to the Washington State Department of Health Councilmember Stearns moved and Councilmember Jeyaraj seconded to adopt Resolution No. 5603. MOTION CARRIED UNANIMOUSLY. 7-0 D. Resolution No. 5604 (Gaub) A Resolution authorizing submittal of the City's Limited Update of the 2015 Comprehensive Water Plan to the Washington State Department of Health Councilmember Trout-Manuel moved and Councilmember Stearns seconded to adopt Resolution No. 5604. MOTION CARRIED UNANIMOUSLY. 7-0 E. Resolution No. 5605 (Tate) A Resolution authorizing an interlocal agreement between Pierce County, The Puyallup Indian Tribe and several Pierce County cities for the creation and operation of South Sound Housing Affordability Partners (SSHAP) Councilmember Jeyaraj moved and Councilmember Stearns seconded to adopt Resolution No. 5605. MOTION CARRIED UNANIMOUSLY. 7-0 Page bbV 192 F. Resolution No. 5608 (Thomas) A Resolution accepting funds appropriated to the City under the American Rescue Plan Act of 2021 (ARPA); and directing the City's future expenditure of such appropriated funds pursuant to ARPA Guidelines And Restrictions Councilmember Baggett moved and Councilmember Jeyaraj seconded to adopt Resolution No. 5608. MOTION CARRIED UNANIMOUSLY. 7-0 G. Resolution No. 5609 (Hinman) A Resolution declaring an emergency with respect to repairing fire-related damage sustained by the Auburn Avenue Theater Deputy Mayor DaCorsi moved and Councilmember Mulenga seconded to adopt Resolution No. 5609. Council discussed the timing for the repairs to the Auburn Avenue Theater. MOTION CARRIED UNANIMOUSLY. 7-0 XIII. MAYORAND COUNCILMEMBER REPORTS At this time the Mayor and City Council may report on significant items associated with their appointed positions on federal, state, regional and local organizations. A. From the Council Councilmember Trout-Manuel reported she attended the Blue Ribbon Committee, a conference at the Muckleshoot Tribal Convention Center regarding drug on the reservation and the Regional Law and Justice Committee Meeting. Councilmember Baggett reported he attended the Metro Regional Council Committee Meeting. Councilmember Stearns reported he attended the National League of Cities conference and announced that he was selected to join the Puget Sound Regional Council's Equity Committee. B. From the Mayor Mayor Backus reported she went with Outreach Program Administrator Kent Hey to view the homeless encampments in Auburn and met with Executive Dow Constantine regarding the 'Health Through Housing' Program, to provide permanent supportive housing units for people experiencing long-term homelessness. Mayor Backus also thanked Valley Regional Fire Authority for their work on the recent fire in downtown Auburn. Page 62 bV192 XIV. ADJOURNMENT There being no further business to come before the Council, the meeting was adjourned at 7:48 p.m. APPROVED this 16th day of August, 2021. NANCY BACKUS, MAYOR Shawn Campbell, City Clerk Agendas and minutes are available to the public at the City Clerk's Office, on the City website (http✓/www.auburnwa.gov), and via e-mail. Complete agenda packets are available for review at the City Clerk's Office. Page 21b17192 * CITY OF - * AGENDA BILL APPROVAL FORM 1416-j * - WASHINGTON Agenda Subject: Date: Claims Vouchers (Thomas) August 4, 2021 Department: Attachments: Budget Impact: Finance No Attachments Available Current Budget: $0 Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: Approve Claim Vouchers. Background for Motion: Background Summary: Claim voucher list dated July 19, 2021 which includes voucher numbers 463882 through 464109 in the amount of $4,174,834.08 and four wire transfers in the amount of $1,029,988.81. Claim voucher list dated August 16, 2021 which includes voucher numbers 464382 through 464581 in the amount of$2,758,833.13 and six wire transfers in the amount of $534,584.79. Reviewed by Council Committees: Councilmember: Staff: Thomas Meeting Date: August 16, 2021 Item Number: CA.0 Page 24 of 192 CITY OF -* * `u rU D AGENDA BILL APPROVAL FORM rim va WASHINGTON Agenda Subject: Date: Payroll Vouchers (Thomas) August 4, 2021 Department: Attachments: Budget Impact: Finance No Attachments Available Current Budget: $0 Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: Approve Payroll Vouchers. Background for Motion: Background Summary: Payroll check numbers 539166 through 539172 in the amount of $74,621.78, and electronic deposit transmissions in the amount of$2,396,805.31, for a grand total of $2,471,427.09 for the period covering June 30, 2021 to July 14, 2021. Payroll check numbers 539177 through 539183 in the amount of $74,806.18, and electronic deposit transmissions in the amount of$2,298,958.46, for a grand total of $2,373,764.64 for the period covering July 29, 2021 to August 11, 2021. Reviewed by Council Committees: Councilmember: Staff: Thomas Meeting Date: August 16, 2021 Item Number: CA.D Page 25 of 192 CITY OF - iLlV I x AGENDA BILL APPROVAL FORM WASHINGTON Agenda Subject: Date: Ordinance No. 6828 (Tate) August 11, 2021 Department: Attachments: Budget Impact: Community Development Ordinance No.6828 Current Budget: $0 Portable Sign Standards Text Amendment- Proposed Revision: $0 Exhibit! Revised Budget: $0 DUC Portable Sign Design Standards Text Amendment-Exhibit 2 Administrative Recommendation: City Council to adopt Ordinance No. 6828. Background for Motion: Ordinance No. 6828 amends the portable sign standards within Chapter 18.29 and Chapter 18.56 of the Zoning Code, amends the "Sign Design" portion of the Downtown Urban Center Design Standards, and provides a code correction to section 18.29.070 of the Zoning Code. Background Summary: Previously temporary signs, which also included portable signs, were allowed throughout the City— including the Downtown Urban Center zoning district. However, the temporary sign provision that allowed portable signs throughout the City sunsetted in 2016 and portable signs are now prohibited everywhere except the DUC zone (and except for real estate signs). Prior to the sunsetting of the code, the City had a no fee sign permit for temporary signs. The purpose of the no fee sign permit was to ensure a signs compliance with City code. After the temporary sign provisions of that allowed portable signs throughout the City sunsetted, the no fee sign permit for temporary signs ended as well. Portable signs, however, are still allowed in the DUC zoning district because Chapter 18.29 ACC "DUC Downtown Urban Center", still contains provisions for portable signs. Since 2016 there has been a increase in noncompliant portable signs. This includes being noncompliant in the number, placement, and size of signs. The proposed text amendment is intended to clarify, improve, and reinforce the existing portable sign standards, provide new portable sign design standards, and address some challenges with portable signs that have occurred over the years. MINOR CHANGE TO PROPOSED PORTABLE SIGN DESIGN STANDARDS: Staff recommends the following minor change to proposed Portable Sign Design Standard (C) Revision: Page 26 of 192 Signs should convey the content in a highly graphic, expressive, and individualized design. The revision complies with Supreme Court case Reed vs. Town of Gilbert regarding regulating the content of signs. The current reference to "product or service" in the proposed design standard indicates that the restriction only applies to commercial signs. According to the Supreme Court case, sign restrictions cannot apply to signs containing one type of content (e.g. commercial statements) but not another type of content (e.g. religious statements). The revision changes the standard to apply to any sign content. Reviewed by Council Committees: Councilmember: Stearns Staff: Tate Meeting Date: August 16, 2021 Item Number: ORD.A Page 27 of 192 ORDINANCE NO. 6828 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, RELATING TO THE REGULATION OF PORTABLE SIGNS, AND AMENDING SECTIONS 18.29.060, 18.29.070, 18.56.030 OF THE AUBURN CITY CODE AND VARIOUS SECTIONS OF THE DOWNTOWN URBAN CENTER DESIGN STANDARDS WHEREAS, temporary signs, including portable signs, are prohibited throughout the City except for certain locations including the Downtown Urban Center(DUC); and WHEREAS, portable signs are permitted in the DUC zoning district, subject to the regulations contained in ACC 18.29.060(I)(4) and the DUC design standards; and WHEREAS,Auburn has experienced challenges with portable signs and wishes to address these challenges by clarifying, improving, and reinforcing the portable sign standards; and WHEREAS, until such time City Council adopts a fee, portable signs will require a sign permit for no fee; and WHEREAS, pursuant to RCW 36.70A the proposed code language contained herein was transmitted to the Washington State Department of Commerce, which performed an expedited agency review. The state agency comment period expired on July 6, 2021 and the City did not receive any agency comments; and WHEREAS, the code amendments were reviewed according to the process established by the Washington State Environmental Policy Act (SEPA), a Determination of Non-Significance (DNS)was issued on June 24,2021, and the City observed a fourteen-day public comment period; and Ordinance No.6828 July 27,2021 Page 1 ev. 20 0 age 228 of 192 WHEREAS,the Planning Commission reviewed the proposed amendments and considered the effect of the changes on public and private property owners at its June 8, 2021 meeting; and WHEREAS, on July 20, 2021 the Planning Commission held a public hearing, after receiving no public comment letters regarding the proposed amendments, and afterwards forwarded a recommendation for approval to the City Council. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, DO ORDAIN as follows: Section 1. Amendment to City Code. Sections 18.29.060, 18.29.070, and 18.56.030 of the Auburn City Code are amended to read as shown in Exhibit A. Section 2. Amendment to City Code. Section five of the Downtown Urban Center Design Standards is amended to read as shown in Exhibit B. Section 3. Implementation. The Mayor is authorized to implement those administrative procedures necessary to carry out the directives of this legislation. Section 4. Severability. The provisions of this ordinance are declared to be separate and severable. The invalidity of any clause, sentence, paragraph, subdivision, section, or portion of this ordinance, or the invalidity of the application of it to any person or circumstance, will not affect the validity of the remainder of this ordinance, or the validity of its application to other persons or circumstances. Ordinance No.6828 July 27,2021 Page 2 IKev. 20 0 Nage 229 of 192 Section 5. Effective date. This Ordinance will take effect and be in force five days from and after its passage, approval, and publication as provided by law. INTRODUCED: PASSED: APPROVED: NANCY BACKUS, MAYOR ATTEST: APPROVED AS TO FORM: Shawn Campbell, MMC, City Clerk Kendra Comeau, City Attorney Published: Ordinance No.6828 July 27,2021 Page 3 ev. 20 0 age 230 of 192 EXHIBIT A Chapter 18.29 DUC DOWNTOWN URBAN CENTER DISTRICT 18.29.060 Development standards. I. Signs. The design of all signs shall be in conformance with the design standards referenced in ACC 18.29.070.Allowable types, numbers and sizes of signs shall be as follows: 1. Freestanding: not allowed, except for monument signs as described within the "Downtown Auburn Design Standards"; no more than one per street frontage; maximum size: 64 square feet, calculated at a rate of one square foot of sign area per lineal foot of site frontage; minimum entitlement shall be 32 square feet; maximum height:five feet. 2. Wall signs: maximum area of 150 square feet per building facade, calculated at a rate of one square foot of sign area for every lineal foot of facade; minimum entitlement shall be 16 square feet. 3. Suspended signs attached under a marquee or canopy: one double-faced sign, no greater than three square feet per face allowed for each building entrance; minimum clearance above grade: eight feet. 4. Portable Signs. Onc pPortable signs may be allowed for each business entrance, not to cxcccd one portable sign per building frontagcbusincss, subject to the following: a. Signs Mmay be placed within the public right-of-way, within 12 feet of a business entrance, subject to the guidelines provided by the director in consultation with the city engineer such that sign placement does not interfere with pedestrian or vehicular traffic, does not create a sight hazard, and conforms to the requirements of the Americans with Disabilities Act._ Additional portable signage may be authorized in order to support downtown events that are permitted or sanctioned by the City. b.The sign shall be in accordance with the provisions of ACC 18.56.030(L). lac. The sign area cMay not Cannot exceed 3612 inches in height ,_329 inches in width, and be limited to two faces. d. Portable signs are not permitted to be affixed to City infrastructure located within the right-- of-way (e.g. street lights,fire hydrants, public art).This includes a prohibition of chaining or otherwise securing portable signs to such infrastructure. Ordinance No. 6828 July 27, 2021 Page 31 of 192 Page 4 d. Must be constructed of either wood or another sturdy material to ensure s'a 'ility in the wed. c. May not move, spin,flash, or otherwise be anir:lateek ee. Signs mMay only be displayed during business hours and shall not be displayed when the business is closed. f. No landscaping may be covered, cut, damaged, or modified to accommodate a portable sign. The City may require replacement of any damaged landscaping pursuant to Chapter 18.50 ACC. g. All portable signs shall have the permit number affixed to the back of the sign. 18.29.070 Design standards. Adopted by reference are the "Downtown Auburn Design Standards" and the "Auburn Junction Design Standards," a copy of which shall be maintained by the city clerk.These documents contain standards for development of the built environment in the DUC zone. The director shall have the authority to apply the standards to specific development proposals.These standards may be amended upon approval by the community development director city council. (Ord. 6532 § 29, 2014; Ord. 6419 § 2, 2012; Ord. 6287 § 2, 2010; Ord. 6190§ 1, 2008; Ord. 6071 § 6 (Exh. A), 2007.) Ordinance No. 6828 July 27, 2021 Page 32 of 192 Page 5 Chapter 18.56 SIGNS 18.56.030 General provisions, all districts. I. Prohibited Signs. From and after the effective date of the ordinance codified in this chapter it shall be unlawful for any person to erect or place within the city, except as otherwise authorized: 1. A swinging projecting sign; 2. Portable signs, except as permitted by ACC 18.56.025 (Real estate signs), 18.56.040(E) (C-2 Zoning District) . and ACC 18.29.060(1) (DUC): 3. Banners, pennants, ribbons, streamers, spinners, rotating or blinking lights, strings of lights, or similar devices, except as permitted by subsection B of this section (Temporary Signs); 4. Flashing signs, except as permitted in subsection D of this section (Sign Lighting Provisions); 5. Changing message center signs, except as allowed in the I, P-1, C-1, C-2, C-3, M-1 and M-2 zones; 6. Signs attached to, or placed on, a vehicle or trailer parked on private or public property that is not associated with the business advertised on said sign(s).This provision is not to be construed as prohibiting the identification of a firm or its principal products on a vehicle used in the normal course of business.This does not include automobile for sale signs or signs attached to franchised buses or taxis; 7. Private signs placed in or on a public right-of-way, except for as expressly permitted by this chapter; 8. Any sign which constitutes a traffic hazard or detriment to traffic safety by reason of its size, location, movement, coloring, or method of illumination, or by obstructing the vision of drivers, or detracting from the visibility of any official traffic control device by diverting or tending to divert the attention of drivers of moving vehicles from traffic movement on streets, roads, intersections, or access facilities. No sign shall be erected so that it obstructs the vision of pedestrians by glare or method of illumination or constitutes a hazard to traffic. No sign may use words, phrases, symbols or characters in such a manner as to interfere with, mislead, or confuse traffic; 9. Any sign or advertising structure or supporting structure that is torn, damaged, defaced or destroyed; Ordinance No. 6828 July 27, 2021 Page 33 of 192 Page 6 10. Signs attached to poles installed by governmental agencies, utility poles,trees, rocks or other natural features; 11. Signs attached to benches, garbage cans, or other street furniture located within the public right-of-way; 12. Rotating signs; 13. Billboards; 14. Any sign which does not structurally or materially conform to the requirements of the city's adopted International Building Code. Ordinance No. 6828 July 27, 2021 Page 34 of 192 Page 7 EXHIBIT B Downtown Urban Center City of Auburn Design Standards ADOPTED 2/12/07; AMENDED 4/14/08, 06/9/08, 06/16/09, 05/24/10, 2/21/17, 2/21/17; REVISION EFFECTIVE 03/01/2017 Ordinance No. 6828 July 27, 2021 Page 35 of 192 Page 8 TABLE OF CONTENTS I. Definitions/Architectural Terms II. Guidelines Applicable to All Development Site Design Parking Lots and Garages --Screening and Landscaping --Pedestrian Connections --Width /Spacing of Driveways Shielded Lighting Screening Service Areas Public Plazas Building Design Entrances Ground Level Details Base/ Middle/Top Upper Level Setbacks Treating Blank Walls Use of Neon Parking Structures Screening Rooftop Equipment Energy Efficiency Sign Design Integration with Architecture Creativity Landmark Signs Ground Signs Portable Signs Ill. Guidelines Applicable to Pedestrian Streets Site Design Limitation on Driveways Location of Parking Location of Drive-Through Lanes Building Design Land Use Mix Proximity to Sidewalk Ground Level Transparency Weather Protection Sign Design Pedestrian Orientation Ordinance No. 6828 July 27, 2021 Page 36 of 192 Page 9 facilities are not damaged by other activity on the roof. C. The applicant shall install an outdoor speaker system and AM receiver, to receive the City's Main Street radio signal, on any new commercial structure within the Downtown Urban Center zone. The property owner and/or building owner shall be responsible for the outdoor speaker system and any repairs or maintenance. D. Utility equipment such as power and gas meters shall be painted to match the structure. E. Private utility cabinets (e.g. Comcast, PSE)shall be screened with landscaping where feasible. GUIDELINES A PLJCABLE TO ALL DEVELOPMENT IN DOvIA'TO'Wt' 1. LANDMARK SIGNS Intent:preserve the unique character of the downtown - -- - -- A. Retain existing historic signs (as determined by the City)that • i ' feature the character of the area, wherever possible. ilZ5k1t A.L:' -11 V. r' 2. INTEGRATION WITH ARCHITECTURE Intent: ensure that signage is a part of the overall design of a project and not additive or an afterthought A. The design plans for buildings and sites shall identify locations and sizes for future signs. As tenants install signs, such signs shall be in conformance with an overall sign program that allows for advertising - OW.which fits with the architectural character, proportions, and details of 1. 41, the development. The sign program shall indicate location, size, and ';04 :1 general design. r ' B. New signs shall not project above the roof, parapet or exterior wall unless part of an integral architectural feature. Signs mounted on a roof are not allowed. Ordinance No. 6828 July 27, 2021 Page 37 of 192 Page 10 CUJCELIJ\'ES A PLJCABLE TO ALL DEVELOPMENT IN DOWNTOWN /g/+ De . ft 3. CREATIVITY Intent: encourage interesting, creative and unique approaches to the design of signage A. Signs should be highly graphic in form, expressive and individualized. Signs should convey the product or service offered by the business in a bold, graphic form ; li t� . B. If a projecting sign is designed by a graphic design . professional and includes a non-verbal, three-dimensional symbol 4401 w that succinctly conveys the nature of the business and constitutes a dominant proportion of the overall design, the sign may be allowed to exceed the maximum area otherwise allowed by 50%. 4. GROUND SIGNS Intent: ensure that signs are not principally oriented to automobile traffic A. All freestanding signs shall be ground (monument) signs no e higher than five (5)feet. Pole signs are prohibited. B. The area around the base of any ground sign shall be planted with shrubs and seasonal flowers. „ 5t° a# C. Backlit signs are permitted if the sign meets all other M+ standards for signage in this document and Chapter 18.29. D. Internally-lit signs are p permitted when located adjacent and oriented to Auburn Way North/Auburn Way South street frontages and only with electronic 11111111111i`ill message center signs in accordance with Auburn MAIVIANi3A City Code Chapter 18.56 Signs. If an internally lit sign is utilized, the sign shall also conform to all SELF STORAGE other applicable standards for changing message 714-75O-5400 center signs as described in this same chapter. E. Boxed cabinet signs are prohibited in the Downtown Urban Center zone. F. Outlined cabinet signs are permitted only if the sign meets all other standards for signage in this document and Chapter 18.29. K;I \ ld Ordinance No. 6828 July 27, 2021 Page 38 of 192 Page 11 Ob'10EL1NES APPLJCABLE TO ALL DEVELOPMENT?I'DOw 'TOW,+' Sig'/ DeDesign I purl +l 5. PORTABLE SIGN DESIGN STANDARDS • , , Intent: to encourage finished appearance of portable signs l _ (. At A. Portable signage in the Downtown Urban Center should contribute to the ' - _ downtown's designation as a vibrant and pedestrian-oriented zone in the City. Signs �� ' - �. should be designed with the purpose of promoting nearby services and goods and , — zitcdpi street activity, and contribute to a lively street aesthetic. aim- - B. Signs must be professionally manufactured of durable materials. Sign copy shall be framed, board-mounted, or plastic laminated for a finished appearance. Chalkboard style A-frame signs and menu boards are permitted, provided text and RO�'1/4. - - graphics are tasteful. !.Oa' •i s%1, swee«eeess,tes- I ' D` O,:= . ESPRESSOG ICE CREAM FUDGE C. Signs should convey the product or service offered with a highly graphic, I .CMOCOLAIF&TEA. expressive, and individualized design. . D. Sign may not include lighting, attachment, animations or move, spin, and/or flash. `y ,` Ordinance No. 6828 July 27, 2021 Page 39 of 192 Page 12 CITY OF -* * AU I x K AGENDA BILL APPROVAL FORM WASHINGTON Agenda Subject: Date: Resolution No. 5607 (Gaub) August 4, 2021 Department: Attachments: Budget Impact: Public Works Resolution No.5607 Current Budget: $0 Exhibit A-BNSF Easement Aereements Proposed Revision: $0 VieinitvMan Revised Budget: $0 Administrative Recommendation: City Council to adopt Resolution No. 5607. Background for Motion: This resolution authorizes the Mayor to execute easement agreements for land needed from BNSF by the City for future roadway improvements at the intersection of A Street SE and 37th Street SE. The improvements will include a u-turn for northbound vehicles and will be included in a future project. Background Summary: The City currently has a project underway to study the A Street SE corridor that is identifying current and future corridor needs. The study has identified the need for a u-turn at 37th Street SE which would lie partially on Burlington Northern Santa Fe Railway (BNSF) property. The City and BNSF have negotiated the terms of an easement to be purchased by the City from BNSF. Resolution No. 5607 authorizes the Mayor to execute easement agreements with BNSF and for the City to pay the estimated fair market value of the easement of $7,374.00 and other applicable fees. These funds are available from the A Street SE Corridor study project budget. The u-turn and other improvements will be included in a future City project. Reviewed by Council Committees: Councilmember: Stearns Staff: Gaub Meeting Date: August 16, 2021 Item Number: RES.A Page 40 of 192 RESOLUTION NO. 5607 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, AUTHORIZING THE MAYOR TO EXECUTE EASEMENT AGREEMENTS BETWEEN THE CITY OF AUBURN (THE CITY) AND BURLINGTON NORTHERN SANTA FE RAILWAY (BNSF) RELATING TO PROJECT NO. CP1110, A STREET SE CORRIDOR STUDY (PROJECT) WHEREAS, the City Project CP1110, A Street SE Corridor Study, is underway and has identified the need for an easement from BNSF for future roadway improvements; and WHEREAS, the future roadway improvements will provide a u-turn at 37th Street SE for northbound vehicles on A Street SE; and WHEREAS, the u-turn and other improvements will be incorporated into a future project; and WHERAS, the City and BNSF have agreed upon a fair market value price of for the easement of $7,374.00 plus applicable fees which the City will pay to BNSF using budgeted Project funds. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, HEREBY RESOLVES as follows: Section 1. The Mayor and City Clerk are authorized to execute easement agreements between the City and BNSF, in substantial conformity with the agreements attached, marked as Exhibit "A" and incorporated herein by this reference. Resolution No. 5607 August 3, 2021 Page 1 Page 41 of 192 Section 2. The Mayor is authorized to implement such administrative procedures as may be necessary to carry out the directions of this legislation. Section 3. That this Resolution shall take effect and be in full force upon passage and signatures. Dated and signed this day of , 2021. CITY OF AUBURN NANCY BACKUS MAYOR ATTEST: Shawn Campbell, City Clerk APPROVED AS TO FORM: Kendra Comeau, City Attorney Resolution No. 5607 August 3, 2021 Page 2 Page 42 of 192 Resolution 5607 Exhibit A EASEMENT AGREEMENT FOR ROADWAY CONSTRUCTION, MAINTENANCE AND USE THIS EASEMENT AGREEMENT FOR ROADWAY CONSTRUCTION, MAINTENANCE AND USE ("Easement Agreement") is made and entered into as of the day of 2021 ("Effective Date"), by and between BNSF RAILWAY COMPANY, a Delaware corporation ("Grantor"), and THE CITY OF AUBURN, a municipal corporation ("Grantee"). A. Grantor owns or controls certain real property situated at or near the vicinity of Auburn, County of King, State of Washington, at Mile Post 23.63, as depicted on Exhibit "A" and described on Exhibit "A"-1 attached hereto and made a part hereof(the "Premises"). B. Grantee has requested that Grantor grant to Grantee an easement over the Premises for the Easement Purpose (as defined below). C. Grantor has agreed to grant Grantee such easement, subject to the terms and conditions set forth in this Easement Agreement. NOW, THEREFORE, for and in consideration of the foregoing recitals which are incorporated herein, the mutual promises contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: Section 1 Granting of Easement. 1.1 Easement Purpose. The "Easement Purpose" shall be the construction, maintenance and use of a [private/public] roadway and related surface improvements (collectively, "Improvements") to be constructed, located, configured and maintained by Grantee in strict accordance with the terms of this Easement Agreement and the Plans and Specifications (as hereinafter defined) approved as set forth in Section 5. Grantee expressly acknowledges and agrees that the Easement Purpose does not include, and no rights are granted hereunder, for an elevated roadway or related improvements or any subsurface rights. 1.2 Grant. Grantor does hereby grant unto Grantee a non-exclusive easement ("Easement") over the Premises for the Easement Purpose and for no other purpose. The Easement is granted subject to any and all restrictions, covenants, easements, licenses, permits, leases and other encumbrances of whatsoever nature whether or not of record, if any, relating to the Premises and subject to all Laws (as hereinafter defined), including without limitation zoning laws, regulations, and ordinances of municipal and other governmental authorities, if any. 1.3 Reservations by Grantor. Grantor excepts and reserves the right, to be exercised by Grantor and any other parties who may obtain written permission or authority from Grantor: (a) to install, construct, maintain, renew, repair, replace, use, operate, change, modify and relocate any existing pipe, power, communication, cable, or utility lines and appurtenances and other facilities or structures of like character (collectively, "Lines") upon, over, under or across the Premises; (b) to install, construct, maintain, renew, repair, replace, use, operate, change, modify and relocate any tracks or additional facilities or structures upon, over, under or across the Premises; and (c) to use the Premises in any manner as the Grantor in its sole discretion deems appropriate, provided Grantor uses all commercially reasonable efforts to avoid material interference with the use of the Premises by Grantee for the Easement Purpose. 1.4 Term of Easement. The term of the Easement, unless sooner terminated under provisions of this Easement Agreement, shall be perpetual. Form 703;Rev. 02/12/10 1 Page 43 of 192 Resolution 5607 Exhibit A Section 2 Compensation. Grantee shall pay Grantor, prior to the Effective Date, the sum of Four Thousand Eight Hundred Seventy Four and No/100 Dollars ($4,874.00) as compensation for the grant of this Easement. Section 3 No Warranty of Any Conditions of the Premises. Grantee acknowledges that Grantor has made no representation whatsoever to Grantee concerning the state or condition of the Premises, or any personal property located thereon, or the nature or extent of Grantor's ownership interest in the Premises. Grantee has not relied on any statement or declaration of Grantor, oral or in writing, as an inducement to entering into this Easement Agreement, other than as set forth herein. GRANTOR HEREBY DISCLAIMS ANY REPRESENTATION OR WARRANTY, WHETHER EXPRESS OR IMPLIED, AS TO THE DESIGN OR CONDITION OF ANY PROPERTY PRESENT ON OR CONSTITUTING THE PREMISES, ITS MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE, THE QUALITY OF THE MATERIAL OR WORKMANSHIP OF ANY SUCH PROPERTY, OR THE CONFORMITY OF ANY SUCH PROPERTY TO ITS INTENDED USES. GRANTOR SHALL NOT BE RESPONSIBLE TO GRANTEE OR ANY OF GRANTEE'S CONTRACTORS FOR ANY DAMAGES RELATING TO THE DESIGN, CONDITION, QUALITY, SAFETY, MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE OF ANY PROPERTY PRESENT ON OR CONSTITUTING THE PREMISES, OR THE CONFORMITY OF ANY SUCH PROPERTY TO ITS INTENDED USES. GRANTEE ACCEPTS ALL RIGHTS GRANTED UNDER THIS EASEMENT AGREEMENT IN THE PREMISES IN AN "AS IS, WHERE IS" AND "WITH ALL FAULTS" CONDITION, AND SUBJECT TO ALL LIMITATIONS ON GRANTOR'S RIGHTS, INTERESTS AND TITLE TO THE PREMISES. Grantee has inspected or will inspect the Premises, and enters upon Grantor's rail corridor and property with knowledge of its physical condition and the danger inherent in Grantor's rail operations on or near the Premises. Grantee acknowledges that this Easement Agreement does not contain any implied warranties that Grantee or Grantee's Contractors (as hereinafter defined)can successfully construct or operate the Improvements. Section 4 Nature of Grantor's Interest in the Premises. GRANTOR DOES NOT WARRANT ITS TITLE TO THE PREMISES NOR UNDERTAKE TO DEFEND GRANTEE IN THE PEACEABLE POSSESSION OR USE THEREOF. NO COVENANT OF QUIET ENJOYMENT IS MADE. In case of the eviction of Grantee by anyone owning or claiming title to or any interest in the Premises, or by the abandonment by Grantor of the affected rail corridor, Grantor shall not be liable to refund Grantee any compensation paid hereunder. Section 5 Plans and Specifications for Improvements. Grantee shall submit to Grantor for its review and approval detailed information concerning the design, location and configuration of the Improvements ("Plans and Specifications"). As soon as reasonably practicable after Grantor's receipt of the Plans and Specifications and other information required by Grantor about the proposed location of the Improvements, Grantor will notify Grantee in writing whether Grantor has approved or disapproved the design, location and configuration of the proposed Improvements or the Plans and Specifications, and shall include one or more reasons for any disapproval. Grantor may disapprove the Plans and Specifications only where, in Grantor's sole judgment, construction, maintenance, operation or removal of all or any part of the Improvements constructed in accordance with the Plans and Specifications would cause Grantee to violate any of the provisions of Section 6.3 hereof. Following any disapproval, Grantee shall have the right to modify the location, configuration or other aspects of the Plans and Specifications of the proposed Improvements and to resubmit such modified information to Grantor for its further review and approval. Grantor may approve or disapprove the Plans and Specifications in Grantor's sole discretion. Any approval or consent by Grantor of any of such plans shall in no way obligate Grantor in any manner with respect to the finished product design and/or construction. Any such consent or approval shall mean only that such Plans and Specifications meet the subjective standards of Grantor, and such consent or approval by Grantor shall not be deemed to mean that such Plans and Specifications or construction are structurally sound and appropriate or that such Plans and Specifications or construction meet the applicable construction standards or codes. Any deficiency in design or construction, notwithstanding the prior approval of Grantor, shall be solely the responsibility of Grantee. Section 6 Improvements. 6.1 Construction of Improvements. Grantee, and Grantee's Contractors, at Grantee's sole cost and expense, shall locate, configure, construct and maintain the Improvements: (i) in a good and workmanlike manner and in strict accordance with the Plans and Specifications approved by Grantor pursuant to the Form 703;Rev. 02/12/10 2 Page 44 of 192 Resolution 5607 Exhibit A provisions of Section 5 above, (ii) in conformance with applicable building uses and all applicable engineering, safety and other Laws, (iii) in accordance with the highest accepted industry standards of care, skill and diligence, and (iv) in such a manner as shall not adversely affect the structural integrity or maintenance of the Premises, any structures on or near the Premises, or any lateral support of structures adjacent to or in the proximity of the Premises. The construction of the Improvements within the Premises shall be completed by Grantee and Grantee's Contractors within one (1) year after the Effective Date. Grantee shall provide as built drawings of all Improvements to Grantor promptly upon completion of construction and shall use its best efforts to cause such as built drawings to be electronically accessible to Grantor. 6.2 Maintenance of Improvements. Grantee shall at all times during the term of this Easement Agreement, at Grantee's sole cost and expense, keep and maintain the Improvements located upon the Premises in a structurally safe and sound condition, in good repair and in compliance with the Plans and Specifications and this Easement Agreement. Grantee shall also promptly repair any damage to the Premises or the Improvements caused, either in whole or in part, by Grantee Parties (as hereinafter defined). Grantee shall not cause or permit another person to cause any damage to the Premises or the Improvements, and Grantee shall be responsible for any such damage which may occur as a result of any Grantee Party's action or inaction. Grantee shall not permit the existence of any nuisance or the accumulation of junk, debris or other unsightly materials on the Premises and shall keep the Premises in a clean and safe condition. Grantee shall, at its sole cost and expense, remove ice and snow from the Premises. Grantee shall keep the Premises free and clear from combustible materials and to cut and remove or cause to be cut and removed at its sole expense all weeds and vegetation on the Premises, said work of cutting and removal to be done at such times and with such frequency as to comply with local Laws and regulations and abate any and all hazard of fire. Grantor shall have no obligation whatsoever, monetary or non-monetary, to maintain the Improvements in the Premises. 6.3 No Interference. During the construction of, and any subsequent maintenance performed on, operation of, or removal of, all or any portion of the Improvements, Grantee, at Grantee's sole cost, shall perform all activities and work on or near Grantor's rail corridor or property and/or the Premises in such a manner as to preclude injury to persons or damage to the property of Grantor, or any party on or with property on Grantor's rail corridor or property, and shall ensure that there is no interference with the railroad operations or other activities of Grantor, or anyone present on Grantor's rail corridor or property with the authority or permission of Grantor. Grantee shall not disturb any improvements of Grantor or Grantor's existing lessees, licensees, license beneficiaries or lien holders, if any, or interfere with the use of such improvements. Grantor may direct one of its field engineers to observe or inspect the construction, maintenance, operation or removal of the Improvements, or any portion thereof, at any time to ensure such safety and noninterference, and to ensure that the Improvements comply with the Plans and Specifications. If any Grantee Party is ordered at any time to leave the Premises or to halt any activity on the Premises, then the party conducting that activity immediately shall cease such activity and leave the Premises, if the order was issued by Grantor's personnel to promote safety, such noninterference with other activities or property, or because the Improvements were not in compliance with this Easement Agreement. Notwithstanding the foregoing right of Grantor, Grantor has no duty or obligation to observe or inspect, or to halt work on, the Premises, it being solely Grantee's responsibility to ensure that the Improvements are constructed, maintained, operated and removed in strict accordance with all Laws, safety measures, such noninterference and the Plans and Specifications and in compliance with all terms hereof. Neither the exercise nor the failure by Grantor to exercise any right set forth in this Section 6.3 shall alter the liability allocation set forth in this Easement Agreement. 6.4 No Alterations. Except as may be shown in the Plans and Specifications approved by Grantor for the Easement, Grantee may not make any alterations to the Premises, or permanently affix anything to the Premises, without Grantor's prior written consent. If Grantee desires to change either the location of any of the Improvements or any other aspect of the Plans and Specifications of any of the Improvements, Grantee shall submit such change and modified Plans and Specifications to Grantor in writing for its approval in the same manner as provided for in Section 5. Grantee shall have no right to commence any such change until after Grantee has received Grantor's approval of such change in writing. 6.5 Approvals; Compliance with Laws and Safety Rules. (a) Grantee shall take, in a timely manner, all actions necessary and proper to the lawful establishment, construction, operation, and maintenance of the Improvements, Form 703;Rev. 02/12/10 3 Page 45 of 192 Resolution 5607 Exhibit A including such actions as may be necessary to obtain any required approvals or authorizations from applicable governmental authorities. (b) Prior to entering the Premises, and at all times during the term of this Easement Agreement, Grantee shall comply, and shall cause its contractor, any subcontractor, any assignee, and any contractor or subcontractor of any assignee performing work on the Premises or entering the Premises on behalf of Grantee (collectively, "Grantee's Contractors"), to comply, with all applicable federal, state and local laws, regulations, ordinances, restrictions, covenants and court or administrative decisions and orders, including Environmental Laws (defined below) (collectively, "Laws"), and all of Grantor's applicable safety rules and regulations including those found on the website noted below in Section 6.5(c). (c) No Grantee Party may enter the Premises without first having completed Grantor's safety orientation found on the website: www.contractororientation.com. 6.6 Other Improvements. In the event any construction, repair, maintenance, work or other use of the Premises by Grantee will affect any Lines, fences, buildings, improvements or other facilities (collectively, "Other Improvements"), Grantee will be responsible at Grantee's sole risk to locate and make any adjustments necessary to such Other Improvements. Grantee must contact the owner(s) of the Other Improvements notifying them of any work that may damage these Other Improvements and/or interfere with their service and obtain the owner's written approval prior to so affecting the Other Improvements. Grantee must mark all Other Improvements on the Plans and Specifications and mark such Other Improvements in the field in order to verify their locations. Grantee must also use all reasonable methods when working on or near Grantor property to determine if any Other Improvements (fiber optic, cable, communication or otherwise) may exist. 6.7 Flapping and Other Costs. Grantee shall not conduct any activities on, or be present on, any portion of the Premises or Grantor's rail corridor or property that is within twenty-five (25) feet of any active railroad track, except in the presence of a flagman. In any case where a flagman or flagmen are required in connection with the presence of individuals on Grantor's rail corridor or the Premises, Grantee shall provide as much advance notice as possible prior to any entry upon the Premises. Grantor shall arrange for the presence of the flagman or flagmen as soon as practicable after receipt of such notice from Grantee. Grantee shall reimburse to Grantor, within thirty (30) days following Grantee's receipt of each bill therefor, Grantor's costs in arranging for and providing the flagman or flagmen, which shall be billed to Grantee at Grantor's then applicable standard rate. The estimated cost of one flagger as of the Effective Date is $600 for an eight hour basic day with time and one-half or double time for overtime, rest days and holidays, plus the cost of any vehicle rental costs or other out-of-pocket costs. Grantee agrees to reimburse Grantor(within thirty (30)days after receipt of a bill therefor) for all other costs and expenses incurred by Grantor in connection with Grantee's use of the Premises or the presence, construction, maintenance, and use of the Improvements situated thereon. 6.8 No Unauthorized Tests or Digging. Grantee, and Grantee's Contractors, must not conduct any tests, investigations or any other activity using mechanized equipment and/or machinery, or place or store any mechanized equipment, tools or other materials, within twenty-five (25) feet of the centerline of any railroad track on Grantor's rail corridor or property (whether or not such centerline is located within the Premises), except after Grantee has obtained written approval from Grantor, and then only in strict accordance with the terms and any conditions of such approval. 6.9 Boring. Prior to conducting any boring work on or near Grantor's rail corridor or property (which shall only be permitted within the Premises), Grantee and Grantee's Contractors shall explore the proposed location for such work with hand tools to a depth of at least three (3) feet below the surface of the ground to determine whether pipelines or other structures exist below the surface, provided, however, that in lieu of the foregoing, Grantee shall have the right to use suitable detection equipment or other generally accepted industry practice (e.g., consulting with the Underground Services Association) to determine the existence or location of pipelines and other subsurface structures prior to drilling or excavating with mechanized equipment. Upon Grantee's written request, which shall be made thirty (30) business days in advance of Grantee's proposed construction or modification of Improvements, Grantor will provide to Grantee any information that Grantor has Form 703;Rev. 02/12/10 4 Page 46 of 192 Resolution 5607 Exhibit A in the possession of its Engineering Department concerning the existence and approximate location of Grantor's underground utilities and pipelines at or near the vicinity of the proposed Improvements. Prior to conducting any boring work, Grantee, and Grantee's Contractors, shall review all such material. Grantor does not warrant the accuracy or completeness of information relating to subsurface conditions and Grantee's, and Grantee's Contractors', operations at all times shall be subject to the liability provisions set forth herein. For all bores greater than 20 inches in diameter and at a depth less than ten (10)feet below the bottom of a rail, Grantee, and Grantee's Contractors, shall perform a soil investigation which must be reviewed by Grantor prior to construction. This study is to determine if granular material is present, and to prevent subsidence during the installation process. If the investigation determines in Grantor's reasonable opinion that granular material is present, Grantor may select a new location for Grantee's use, or may require Grantee, and Grantee's Contractors, to furnish for Grantor's review and approval, in Grantor's sole discretion, a remedial plan to deal with the granular material. Once Grantor has approved any such remedial plan in writing, Grantee, and Grantee's Contractors, at Grantee's sole cost, shall carry out the approved plan in accordance with all terms thereof and hereof. Any open hole, boring or well constructed on the Premises by Grantee, or Grantee's Contractors, shall be safely covered and secured at all times when anyone who is not creating it, working in it or using it as permitted hereunder is present in the actual vicinity thereof. Following completion of that portion of the work, all holes or borings constructed on the Premises shall be promptly filled in by Grantee and Grantee's Contractors to surrounding ground level with compacted bentonite grout, or otherwise secured or retired in accordance with any applicable Laws. No excavated materials may remain on Grantor's rail corridor or property for more than ten (10) days, and must be properly disposed of by Grantee and Grantee's Contractors in accordance with applicable Laws. 6.10 Drainage of Premises and Property. Any and all cuts and fills, excavations or embankments necessary in the construction, maintenance, or future alteration of the Premises shall be made and maintained by Grantee in such manner, form and to the extent as will provide adequate drainage of and from the Premises and Grantor's adjoining right of way; and wherever any such fill or embankment shall or may obstruct the natural and pre-existing drainage from the Property and Grantor's adjoining right of way, Grantee shall construct and maintain such culverts or drains within the Premises as may be requisite to preserve such natural and pre- existing drainage. Grantee shall wherever necessary, construct extensions of existing drains, culverts or ditches through or along the Premises, such extensions to be of adequate sectional dimensions to preserve flowage of drainage or other waters, and/or material and workmanship equally as good as those now existing. 6.11 Taxes and Recording Fees. Grantee shall pay when due any taxes, assessments or other charges (collectively, "Taxes") levied or assessed upon the Improvements by any governmental or quasi- governmental body or any Taxes levied or assessed against Grantor or the Premises that are attributable to the Improvements. Grantee agrees to purchase, affix and cancel any and all documentary stamps in the amount prescribed by statute, and to pay any and all required transfer taxes, excise taxes and any and all fees incidental to recordation of the Memorandum of Easement. In the event of Grantee's failure to do so, if Grantor shall become obligated to do so, Grantee shall be liable for all costs, expenses and judgments to or against Grantor, including all of Grantor's legal fees and expenses. 6.12 Modification, Relocation or Removal of Improvements. If at any time, Grantor desires the use of its rail corridor in such a manner that, in Grantor's reasonable opinion, would be interfered with by any portion of the Improvements or the Easement, Grantee, at Grantee's sole cost, shall make such changes in the Improvements and/or Premises that, in the sole discretion of Grantor, are necessary to avoid interference with the proposed use of Grantor's property, including, without limitation, Grantee relocating or removing all or a portion of the Improvements from the Premises. Grantor acknowledges that, in some instances, Improvements will not need to be moved or removed from the Premises, but can be protected in place, subject to approval by Grantor's engineering department. Grantee hereby waives any rights that it may have to use condemnation Laws to keep Improvements in place and not relocate or remove the Improvements where relocation or removal is required by Grantor. Where it is practicable to do so, Grantor shall provide to Grantee at least one hundred twenty (120) days prior written notice that Improvements must be modified, removed or relocated, and in circumstances where one hundred twenty (120) days notice is not practicable, Grantor shall provide to Grantee as much notice as it reasonably can, and in no case less than twenty (20) days prior written notice. Grantee shall ensure that all Improvements are modified, removed or relocated as required on or before the date set forth in Grantor's written notice. Form 703;Rev. 02/12/10 5 Page 47 of 192 Resolution 5607 Exhibit A Section 7 Indemnification. 7.1 TO THE FULLEST EXTENT PERMITTED BY LAW, GRANTEE SHALL, AND SHALL CAUSE GRANTEE'S CONTRACTORS, SUBCONTRACTORS, AGENTS, INVITEES, LESSEES, LICENSEES AND PERMITTEES TO, RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS GRANTOR AND GRANTOR'S AFFILIATED COMPANIES, PARTNERS, SUCCESSORS, ASSIGNS, LEGAL REPRESENTATIVES, OFFICERS, DIRECTORS, SHAREHOLDERS, EMPLOYEES AND AGENTS (COLLECTIVELY, "INDEMNITEES") FOR, FROM AND AGAINST ANY AND ALL CLAIMS, LIABILITIES, FINES, PENALTIES, COSTS, DAMAGES, LOSSES, LIENS, CAUSES OF ACTION, SUITS, DEMANDS, JUDGMENTS AND EXPENSES (INCLUDING, WITHOUT LIMITATION, COURT COSTS, ATTORNEYS' FEES AND COSTS OF INVESTIGATION, REMOVAL AND REMEDIATION AND GOVERNMENTAL OVERSIGHT COSTS) ENVIRONMENTAL OR OTHERWISE (COLLECTIVELY, "LIABILITIES") OF ANY NATURE, KIND OR DESCRIPTION OF ANY PERSON OR ENTITY DIRECTLY OR INDIRECTLY ARISING OUT OF, RESULTING FROM OR RELATED TO (IN WHOLE OR IN PART): (i) THIS EASEMENT AGREEMENT, INCLUDING, WITHOUT LIMITATION, ITS ENVIRONMENTAL PROVISIONS, (ii) ANY RIGHTS OR INTERESTS GRANTED PURSUANT TO THIS EASEMENT AGREEMENT, (iii) OCCUPATION AND USE OF THE PREMISES BY GRANTEE'S OR GRANTEE'S CONTRACTORS, SUBCONTRACTORS, AGENTS, INVITEES, LESSEES, LICENSEES AND PERMITTEES, OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE THEY CONTROL OR EXERCISE CONTROL OVER (INDIVIDUALLY, A "GRANTEE PARTY," AND COLLECTIVELY, "GRANTEE PARTIES"), (iv) THE ENVIRONMENTAL CONDITION AND STATUS OF THE PREMISES CAUSED BY OR CONTRIBUTED TO BY GRANTEE PARTIES, OR (v) ANY ACT OR OMISSION OF GRANTEE PARTIES, EVEN IF SUCH LIABILITIES ARISE FROM OR ARE ATTRIBUTED TO, IN WHOLE OR IN PART, ANY NEGLIGENCE OF ANY INDEMNITEE. THE ONLY LIABILITIES WITH RESPECT TO WHICH GRANTEE'S OBLIGATION TO INDEMNIFY THE INDEMNITEES DOES NOT APPLY ARE LIABILITIES TO THE EXTENT PROXIMATELY CAUSED BY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF AN INDEMNITEE. 7.2 TO THE FULLEST EXTENT PERMITTED BY LAW, NOTWITHSTANDING THE LIMITATION IN SECTION 7.1, GRANTEE SHALL, AND SHALL CAUSE GRANTEE'S CONTRACTORS, SUBCONTRACTORS, AGENTS, INVITEES, LESSEES, LICENSEES AND PERMITTEES TO, NOW AND FOREVER WAIVE ANY AND ALL CLAIMS, REGARDLESS WHETHER BASED ON STRICT LIABILITY, NEGLIGENCE OR OTHERWISE, THAT GRANTOR IS AN "OWNER", "OPERATOR", "ARRANGER", OR "TRANSPORTER" WITH RESPECT TO THE IMPROVEMENTS FOR THE PURPOSES OF CERCLA OR OTHER ENVIRONMENTAL LAWS. GRANTEE WILL INDEMNIFY, DEFEND AND HOLD THE INDEMNITEES HARMLESS FROM ANY AND ALL SUCH CLAIMS REGARDLESS OF THE NEGLIGENCE OF THE INDEMNITEES. GRANTEE FURTHER AGREES THAT THE USE OF THE PREMISES AS CONTEMPLATED BY THIS EASEMENT AGREEMENT SHALL NOT IN ANY WAY SUBJECT GRANTOR TO CLAIMS THAT GRANTOR IS OTHER THAN A COMMON CARRIER FOR PURPOSES OF ENVIRONMENTAL LAWS AND EXPRESSLY AGREES TO INDEMNIFY, DEFEND, AND HOLD THE INDEMNITEES HARMLESS FOR ANY AND ALL SUCH CLAIMS. IN NO EVENT SHALL GRANTOR BE RESPONSIBLE FOR THE ENVIRONMENTAL CONDITION OF THE PREMISES. 7.3 TO THE FULLEST EXTENT PERMITTED BY LAW, GRANTEE SHALL, AND SHALL CAUSE GRANTEE'S CONTRACTORS, SUBCONTRACTORS, AGENTS, INVITEES, LESSEES, LICENSEES AND PERMITTEES TO, REGARDLESS OF ANY NEGLIGENCE OR ALLEGED NEGLIGENCE OF ANY INDEMNITEE, INDEMNIFY AND HOLD HARMLESS THE INDEMNITEES AGAINST AND ASSUME THE Form 703; Rev. 02/12/10 6 Page 48 of 192 Resolution 5607 Exhibit A DEFENSE OF ANY LIABILITIES ASSERTED AGAINST OR SUFFERED BY ANY INDEMNITEE UNDER OR RELATED TO THE FEDERAL EMPLOYERS' LIABILITY ACT ("FELA") WHENEVER EMPLOYEES OF GRANTEE, OR ANY OF ITS CONTRACTORS, SUBCONTRACTORS, AGENTS, INVITEES, LESSEES, LICENSEES OR PERMITTEES, CLAIM OR ALLEGE THAT THEY ARE EMPLOYEES OF ANY INDEMNITEE OR OTHERWISE. THIS INDEMNITY SHALL ALSO EXTEND, ON THE SAME BASIS, TO FELA CLAIMS BASED ON ACTUAL OR ALLEGED VIOLATIONS OF ANY FEDERAL, STATE OR LOCAL LAWS OR REGULATIONS, INCLUDING BUT NOT LIMITED TO THE SAFETY APPLIANCE ACT, THE LOCOMOTIVE INSPECTION ACT, THE OCCUPATIONAL SAFETY AND HEALTH ACT, THE RESOURCE CONSERVATION AND RECOVERY ACT,AND ANY SIMILAR STATE OR FEDERAL STATUTE. 7.4 Upon written notice from Grantor, Grantee agrees to assume the defense of any lawsuit or other proceeding brought against any Indemnitee by any entity, relating to any matter covered by this Easement Agreement for which Grantee has an obligation to assume liability for and/or save and hold harmless any Indemnitee. Grantee shall pay all costs incident to such defense, including, but not limited to, attorneys' fees, investigators' fees, litigation and appeal expenses, settlement payments, and amounts paid in satisfaction of judgments. Section 8 Insurance. Grantee shall, at its sole cost and expense, procure and maintain during the life of this Easement Agreement the following insurance coverage: A. Commercial General Liability Insurance. This insurance shall contain broad form contractual liability with a combined single limit of a minimum of $2,000,000 each occurrence and an aggregate limit of at least $4,000,000 but in no event less than the amount otherwise carried by Grantee.. . Coverage must be purchased on a post 1998 ISO occurrence or equivalent and include coverage for, but not limited to, the following: • Bodily Injury and Property Damage • Personal Injury and Advertising Injury • Fire legal liability • Products and completed operations This policy shall also contain the following endorsements, which shall be indicated on the certificate of insurance: • The definition of insured contract shall be amended to remove any exclusion or other limitation for any work being done within 50 feet of railroad property. • Waiver of subrogation in favor of and acceptable to Railway. • Additional insured endorsement in favor of and acceptable to Railway and Jones, Lang, LaSalle Global Services RR, Inc. • Separation of insureds. • The policy shall be primary and non-contributing with respect to any insurance carried by Railway. It is agreed that the workers' compensation and employers' liability related exclusions in the Commercial General Liability insurance policy(s) required herein are intended to apply to employees of the policy holder and shall not apply to Railway employees. No other endorsements limiting coverage may be included on the policy. B. Business Automobile Insurance. This insurance shall contain a combined single limit of at least $1,000,000 per occurrence, and include coverage for, but not limited to the following: • Bodily injury and property damage • Any and all vehicles owned, used or hired Form 703;Rev. 02/12/10 7 Page 49 of 192 Resolution 5607 Exhibit A This policy shall also contain the following endorsements or language, which shall be indicated on the certificate of insurance: • Waiver of subrogation in favor of and acceptable to Railway. • Additional insured endorsement in favor or and acceptable to Railway. • Separation of insureds. • The policy shall be primary and non-contributing with respect to any insurance carried by Railway. C. Workers Compensation and Employers Liability Insurance. This insurance shall include coverage for, but not limited to: • Grantee's statutory liability under the worker's compensation Laws of the state(s) in which the work is to be performed. If optional under State Law, the insurance must cover all employees anyway. • Employers' Liability(Part B)with limits of at least$500,000 each accident, $500,000 by disease policy limit, $500,000 by disease each employee. This policy shall also contain the following endorsements or language, which shall be indicated on the certificate of insurance: • Waiver of subrogation in favor of and acceptable to Railway. D. Railroad Protective Liability Insurance is required if there is any construction or demolition activities. This insurance shall name only the Railway as the Insured with coverage of at least $2,000,000 per occurrence and $6,000,000 in the aggregate. The policy shall be issued on a standard ISO form CG 00 35 10 93 and include the following: • Endorsed to include the Pollution Exclusion Amendment(ISO form CG 28 31 10 93) • Endorsed to include the Limited Seepage and Pollution Endorsement. • Endorsed to include Evacuation Expense Coverage Endorsement. • No other endorsements restricting coverage may be added. • The original policy must be provided to the Railway prior to performing any work or services under this Easement Agreement If available and in lieu of providing a Railroad Protective Liability Policy, Grantee may participate in the Railway's Blanket Railroad Protective Liability Insurance Policy available to Grantee or its contractor. The limits of coverage are the same as above. The cost is $ ❑ I elect to participate in Grantor's Blanket Policy; ❑ I elect not to participate in Grantor's Blanket Policy. Other Requirements: Where allowable by law, all policies (applying to coverage listed above) shall contain no exclusion for punitive damages and certificates of insurance shall reflect that no exclusion exists. Grantee agrees to waive its right of recovery against Railway for all claims and suits against Railway. In addition, its insurers, through policy endorsement, waive their right of subrogation against Railway for all claims and suits. The certificate of insurance must reflect waiver of subrogation endorsement. Grantee further waives its right of recovery, and its insurers also waive their right of subrogation against Railway for loss of its owned or leased property or property under its care, custody, or control. Grantee is not allowed to self-insure without the prior written consent of Railway. If granted by Railway, any deductible, self-insured retention or other financial responsibility for claims shall be covered directly by Grantee in lieu of insurance. Any and all Railway liabilities that would otherwise, in accordance with the provisions of this Easement Agreement, be covered by Grantee's insurance will be covered as if Grantee elected not to include a deductible, self-insured retention, or other financial responsibility for claims. Form 703;Rev. 02/12/10 8 Page 50 of 192 Resolution 5607 Exhibit A Prior to commencing work, Grantee shall furnish to Railway an acceptable certificate(s) of insurance including an original signature of the authorized representative evidencing the required coverage, endorsements, and amendments and referencing the contract audit/folder number if available. The policy(ies) shall contain a provision that obligates the insurance company(ies) issuing such policy(ies) to notify Railway in writing at least 30 days prior to any cancellation, non-renewal, substitution or material alteration. This cancellation provision shall be indicated on the certificate of insurance. Upon request from Railway, a certified duplicate original of any required policy shall be furnished. Any insurance policy shall be written by a reputable insurance company acceptable to Railway or with a current Best's Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the service is to be provided. Grantee represents that this Easement Agreement has been thoroughly reviewed by Grantee's insurance agent(s)/broker(s), who have been instructed by Grantee to procure the insurance coverage required by this Easement Agreement. Allocated Loss Expense shall be in addition to all policy limits for coverages referenced above. Not more frequently than once every five years, Railway may reasonably modify the required insurance coverage to reflect then-current risk management practices in the railroad industry and underwriting practices in the insurance industry. If any portion of the operation is to be subcontracted by Grantee, Grantee shall require that the subcontractor shall provide and maintain insurance coverages as set forth herein, naming Railway as an additional insured, and shall require that the subcontractor shall release, defend and indemnify Railway to the same extent and under the same terms and conditions as Grantee is required to release, defend and indemnify Railway herein. Failure to provide evidence as required by this Section 8 shall entitle, but not require, Railway to terminate the Easement immediately. Acceptance of a certificate that does not comply with this Section 8 shall not operate as a waiver of Grantee's obligations hereunder. The fact that insurance (including, without limitation, self-insurance) is obtained by Grantee shall not be deemed to release or diminish the liability of Grantee including, without limitation, liability under the indemnity provisions of this Easement Agreement. Damages recoverable by Railway shall not be limited by the amount of the required insurance coverage. For purposes of this Section 8, Railway shall mean "Burlington Northern Santa Fe, LLC", "BNSF Railway Company" and the subsidiaries, successors, assigns and affiliates of each. Section 9 Environmental. 9.1 Compliance with Environmental Laws. Grantee shall strictly comply with all federal, state and local environmental Laws in its use of the Premises, including, but not limited to, the Resource Conservation and Recovery Act, as amended (RCRA), the Clean Water Act, the Oil Pollution Act, the Hazardous Materials Transportation Act, the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) and the Toxic Substances Control Act(collectively referred to as the "Environmental Laws"). Grantee shall not maintain a "treatment," "storage," "transfer" or "disposal" facility, or "underground storage tank," as those terms are defined by Environmental Laws, on the Premises. Grantee shall not handle, transport, release or suffer the release of "hazardous waste" or "hazardous substances", as "hazardous waste" and "hazardous substances" may now or in the future be defined by any Environmental Laws. 9.2 Notice of Release. Grantee shall give Grantor immediate notice to Grantor's Resource Operations Center at (800) 832-5452 of any release of hazardous substances on or from the Premises, violation of Environmental Laws, or inspection or inquiry by governmental authorities charged with enforcing Environmental Laws with respect to Grantee's use of the Premises. Grantee shall use its best efforts to promptly respond to any release on or from the Premises. Grantee also shall give Grantor immediate notice of Form 703;Rev. 02/12/10 9 Page 51 of 192 Resolution 5607 Exhibit A all measures undertaken on behalf of Grantee to investigate, remediate, respond to or otherwise cure such release or violation. 9.3 Remediation of Release. In the event that Grantor has notice from Grantee or otherwise of a release or violation of Environmental Laws which occurred or may occur during the term of this Easement Agreement, Grantor may require Grantee, at Grantee's sole risk and expense, to take timely measures to investigate, remediate, respond to or otherwise cure such release or violation affecting the Premises. If during the construction or subsequent maintenance of the Improvements, soils or other materials considered to be environmentally contaminated are exposed, Grantee will remove and safely dispose of said contaminated soils. Determination of soils contamination and applicable disposal procedures thereof, will be made only by an agency having the capacity and authority to make such a determination. 9.4 Preventative Measures. Grantee shall promptly report to Grantor in writing any conditions or activities upon the Premises known to Grantee which create a risk of harm to persons, property or the environment and shall take whatever action is necessary to prevent injury to persons or property arising out of such conditions or activities; provided, however, that Grantee's reporting to Grantor shall not relieve Grantee of any obligation whatsoever imposed on it by this Easement Agreement. Grantee shall promptly respond to Grantor's request for information regarding said conditions or activities. 9.5 Evidence of Compliance. Grantee agrees periodically to furnish Grantor with proof satisfactory to Grantor that Grantee is in compliance with this Section 9. Should Grantee not comply fully with the above- stated obligations of this Section 9, notwithstanding anything contained in any other provision hereof, Grantor may, at its option, terminate this Easement Agreement by serving five (5) days' notice of termination upon Grantee. Upon termination, Grantee shall remove the Improvements and restore the Premises as provided in Section 12. Section 10 PERSONAL PROPERTY WAIVER. ALL PERSONAL PROPERTY, INCLUDING, BUT NOT LIMITED TO, FIXTURES, EQUIPMENT, OR RELATED MATERIALS UPON THE PREMISES WILL BE AT THE RISK OF GRANTEE ONLY, AND NO INDEMNITEE WILL BE LIABLE FOR ANY DAMAGE THERETO OR THEFT THEREOF, WHETHER OR NOT DUE IN WHOLE OR IN PART TO THE NEGLIGENCE OF ANY INDEMNITEE. Section 11 Default and Termination. 11.1 Grantor's Performance Rights. If at any time Grantee, or Grantee's Contractors, fails to properly perform its obligations under this Easement Agreement, Grantor, in its sole discretion, may: (i) seek specific performance of the unperformed obligations, or (ii) at Grantee's sole cost, may arrange for the performance of such work as Grantor deems necessary for the safety of its rail operations, activities and property, or to avoid or remove any interference with the activities or property of Grantor, or anyone or anything present on the rail corridor or property with the authority or permission of Grantor. Grantee shall promptly reimburse Grantor for all costs of work performed on Grantee's behalf upon receipt of an invoice for such costs. Grantor's failure to perform any obligations of Grantee or Grantee's Contractors shall not alter the liability allocation set forth in this Easement Agreement. 11.2 Grantor's Termination Rights. Grantor may, at its option, terminate this Easement Agreement by serving five (5) days' notice in writing upon Grantee: (i) if default shall be made in any of the covenants or agreements of Grantee contained in this Easement Agreement, (ii) in case of any assignment or transfer of the Easement by operation of law, or(iii) if Grantee should abandon or cease to use the Premises for the Easement Purpose. Any waiver by Grantor of any default or defaults shall not constitute a waiver of the right to terminate this Easement Agreement for any subsequent default or defaults, nor shall any such waiver in any way affect Grantor's ability to enforce any section of this Easement Agreement. 11.3 Effect of Termination or Expiration. Neither termination nor expiration will release Grantee from any liability or obligation under this Easement, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination or expiration, or, if later, the date the Premises are restored as required by Section 12. Form 703;Rev. 02/12/10 1 o Page 52 of 192 Resolution 5607 Exhibit A 11.4 Non-exclusive Remedies. The remedies set forth in this Section 11 shall be in addition to, and not in limitation of, any other remedies that Grantor may have at law or in equity. Section 12 Surrender of Premises. 12.1 Removal of Improvements and Restoration. Upon termination of this Easement Agreement, whether by abandonment of the Easement or by the exercise of Grantor's termination rights hereunder, Grantee shall, at its sole cost and expense, immediately perform the following: (a) remove all or such portion of Grantee's Improvements and all appurtenances thereto from the Premises, as Grantor directs at Grantor's sole discretion; (b) repair and restore any damage to the Premises arising from, growing out of, or connected with Grantee's use of the Premises; (c) remedy any unsafe conditions on the Premises created or aggravated by Grantee; and (d) leave the Premises in the condition which existed as of the Effective Date. 12.2 Limited License for Entry. If this Easement Agreement is terminated, Grantor may direct Grantee to undertake one or more of the actions set forth above, at Grantee's sole cost, in which case Grantee shall have a limited license to enter upon the Premises to the extent necessary to undertake the actions directed by Grantor. The terms of this limited license include all of Grantee's obligations under this Easement Agreement. Termination will not release Grantee from any liability or obligation under this Easement Agreement, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination, or, if later, the date when Grantee's Improvements are removed and the Premises are restored to the condition that existed as of the Effective Date. If Grantee fails to surrender the Premises to Grantor upon any termination of the Easement, all liabilities and obligations of Grantee hereunder shall continue in effect until the Premises are surrendered. Section 13 Liens. Grantee shall promptly pay and discharge any and all liens arising out of any construction, alterations or repairs done, suffered or permitted to be done by Grantee on the Premises or attributable to Taxes that are the responsibility of Grantee pursuant to Section 6. Grantor is hereby authorized to post any notices or take any other action upon or with respect to the Premises that is or may be permitted by Law to prevent the attachment of any such liens to any portion of the Premises; provided, however, that failure of Grantor to take any such action shall not relieve Grantee of any obligation or liability under this Section 13 or any other section of this Easement Agreement. Section 14 Tax Exchange. Grantor reserves the right to assign this Easement Agreement to Goldfinch Exchange Company LLC. ("Goldfinch"). Goldfinch is a qualified intermediary within the meaning of Section 1031 of the Internal Revenue Code of 1986, as amended, and Treas. Reg. § 1.1031(k)-1(g), for the purpose of completing a tax-deferred exchange under said Section 1031. Grantor shall bear all expenses associated with the use of Goldfinch, or necessary to qualify this transaction as a tax-deferred exchange, and, except as otherwise provided herein, shall protect, reimburse, indemnify and hold harmless Grantee from and against any and all reasonable and necessary additional costs, expenses, including, attorneys fees, and liabilities which Grantee may incur as a result of Grantor's use of Goldfinch or the qualification of this transaction as a tax- deferred transaction pursuant to Section 1031. Grantee shall cooperate with Grantor with respect to this tax- deferred exchange, and upon Grantor's request, shall execute such documents as may be required to effect this tax-deferred exchange. Section 15 Notices. Any notice required or permitted to be given hereunder by one party to the other shall be in writing and the same shall be given and shall be deemed to have been served and given if(i) placed in the United States mail, certified, return receipt requested, or (ii) deposited into the custody of a nationally recognized overnight delivery service, addressed to the party to be notified at the address for such party Form 703;Rev. 02/12/10 11 Page 53 of 192 Resolution 5607 Exhibit A specified below, or to such other address as the party to be notified may designate by giving the other party no less than thirty(30)days' advance written notice of such change in address. If to Grantor: BNSF Railway Company 2500 Lou Menk Dr. —AOB3 Fort Worth, Texas 76131 Attn: Director of Real Estate With a copy to: BNSF Railway Company 2500 Lou Menk Drive Fort Worth, Texas 76131 If to Grantee: City of Auburn— Public Works Engineering 25 West Main Street Auburn, WA 98001 Attn: Jacob Sweeting Section 16 Recordation. It is understood and agreed that this Easement Agreement shall not be in recordable form and shall not be placed on public record and any such recording shall be a breach of this Easement Agreement. Grantor and Grantee shall execute a Memorandum of Easement in the form attached hereto as Exhibit "B" (the "Memorandum of Easement") subject to changes required, if any, to conform such form to local recording requirements. The Memorandum of Easement shall be recorded in the real estate records in the county where the Premises are located. If a Memorandum of Easement is not executed by the parties and recorded as described above within 30 days of the Effective Date, Grantor shall have the right to terminate this Easement Agreement upon notice to Grantee. Section 17 Miscellaneous. 17.1 All questions concerning the interpretation or application of provisions of this Easement Agreement shall be decided according to the substantive Laws of the State of Texas without regard to conflicts of law provisions. 17.2 In the event that Grantee consists of two or more parties, all the covenants and agreements of Grantee herein contained shall be the joint and several covenants and agreements of such parties. This instrument and all of the terms, covenants and provisions hereof shall inure to the benefit of and be binding upon each of the parties hereto and their respective legal representatives, successors and assigns and shall run with and be binding upon the Premises. 17.3 If any action at law or in equity is necessary to enforce or interpret the terms of this Easement Agreement, the prevailing party or parties shall be entitled to reasonable attorneys' fees, costs and necessary disbursements in addition to any other relief to which such party or parties may be entitled. 17.4 If any provision of this Easement Agreement is held to be illegal, invalid or unenforceable under present or future Laws, such provision will be fully severable and this Easement Agreement will be construed and enforced as if such illegal, invalid or unenforceable provision is not a part hereof, and the remaining provisions hereof will remain in full force and effect. In lieu of any illegal, invalid or unenforceable provision herein, there will be added automatically as a part of this Easement Agreement a provision as similar in its terms to such illegal, invalid or unenforceable provision as may be possible and be legal, valid and enforceable. 17.5 This Easement Agreement is the full and complete agreement between Grantor and Grantee with respect to all matters relating to Grantee's use of the Premises, and supersedes any and all other agreements between the parties hereto relating to Grantee's use of the Premises as described herein. However, nothing herein is intended to terminate any surviving obligation of Grantee or Grantee's obligation to defend and hold Grantor harmless in any prior written agreement between the parties. Form 703;Rev. 02/12/10 12 Page 54 of 192 Resolution 5607 Exhibit A 17.6 Time is of the essence for the performance of this Easement Agreement. Section 18 Administration Fee Grantee acknowledges that a material consideration for this agreement, without which it would not be made, is the agreement between Grantee and Grantor, that the Grantee shall pay upon return of this Agreement signed by Grantee to Grantors Broker a processing fee in the amount of$2,500.00 over and above the agreed upon Purchase Price. Said fee shall be made payable to BNSF Railway Company by a separate check. Witness the execution of this Easement Agreement as of the date first set forth above. GRANTOR: BNSF RAILWAY COMPANY, a Delaware corporation By: Name: Title: GRANTEE: CITY OF AUBURN, a municipal corporation By: Name: Title: Form 703;Rev. 02/12/10 13 Page 55 of 192 Resolution 5607 Exhibit A EXHIBIT A q $Q %=_nmw_�__ „ ,__lao it is tueloc, , �_ °®----�®� G ,£/o § >!c, VNAt�__m _- . ( 0Z11 asap \ \ § % ; k [ • L q [ .. OM ; RB ` 9 /) III ; i O. & V /±<\©2 - 00 M4 _` ■ !/ -')r§ ! . _ . , �, -/: . " , r re : ! . . - 2 ■ • _ • - / .. ' ..n, §`§§`3 ' ' �w ;f;;; § �)\gEud § ^�'&§§ $ ` ;>!,� , j� • .' �� k v & ° `� \ \ { 3 $to \ n , > / ) Exhibit"E Page 1 of 2 Page 56 of 192 Resolution 5607 Exhibit A EXHIBIT A-1 EASEMENT LEGAL DESCRIPTION THAT PORTION OF PARCEL 1, CITY OF AUBURN LOT LINE ADJUSTMENT NUMBER LLA06-0001 RECORDED UNDER RECORDING NUMBER 20060616000926 RECORDS OF KING COUNTY, WASHINGTON LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT AN ENCASED MONUMENT LOCATED AT THE INTERSECTION OF 37TH STREET SOUTHEAST AND "A" STREET SOUTHEAST, THENCE NORTH 88°59'10" WEST A DISTANCE OF 23.84 FEET TO THE WEST RIGHT OF WAY MARGIN OF "A" STREET SOUTHEAST ALSO BEING THE EAST LINE OF AN EASEMENT GRANTED TO THE CITY OF AUBURN FOR HIGHWAY AND WATER RETENTION POND PURPOSES UNDER RECORDING NUMBER 8109100298; THENCE CONTINUING NORTH 88°59'10" WEST A DISTANCE OF 12.23 FEET TO THE WEST LINE OF SAID EASEMENT; THENCE ALONG SAID WEST LINE SOUTH 01°00'50" WEST A DISTANCE OF 40.07 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID WEST LINE SOUTH 23°29'28" WEST A DISTANCE OF 23.00 FEET; THENCE PARALLEL WITH SAID WEST LINE SOUTH 01°00'50" WEST A DISTANCE OF 35.00 FEET; THENCE SOUTH 31°35'25" EAST A DISTANCE OF 16.32 FEET TO SAID WEST LINE; THENCE ALONG SAID WEST LINE NORTH 01°00'50" EAST A DISTANCE OF 70.00 FEET TO THE POINT OF BEGINNING. THE EASEMENT CONTAINS AN AREA OF 462 SQUARE FEET, MORE OR LESS THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS NORTH 01°01'19" EAST AS DETERMINED FROM THE MONUMENT LOCATED AT THE INTERSECTION OF "A" STREET SOUTHEAST AND 415T STREET SOUTHEAST TO THE MONUMENT LOCATED AT THE INTERSECTION OF "A" STREET SOUTHEAST AND 37TH STREET SOUTHEAST, CITY OF AUBURN, WASHINGTON. Exhibit"B" Page 2 of 2 Page 57 of 192 Resolution 5607 Exhibit A EXHIBIT"B" Memorandum of Easement THIS MEMORANDUM OF EASEMENT is hereby executed this day of , 2021, by and between BNSF RAILWAY COMPANY, a Delaware corporation ("Grantor"), whose address for purposes of this instrument is 2500 Lou Menk Drive, Fort Worth, Texas 76131, and the CITY OF AUBURN, a municipal corporation ("Grantee"), whose address for purposes of this instrument is 25 West Main Street, Auburn, Washington, 98001, which terms "Grantor" and "Grantee" shall include, wherever the context permits or requires, singular or plural, and the heirs, legal representatives, successors and assigns of the respective parties: WITNESSETH: WHEREAS, Grantor owns or controls certain real property situated in King County, Washington as described on Exhibit"A"-1 attached hereto and incorporated herein by reference (the "Premises'); WHEREAS, Grantor and Grantee entered into an Easement Agreement, dated (the "Easement Agreement") which set forth, among other things, the terms of an easement granted by Grantor to Grantee over and across a portion of the Premises (the "Easement"); and WHEREAS, Grantor and Grantee desire to memorialize the terms and conditions of the Easement Agreement of record. For valuable consideration the receipt and sufficiency of which are hereby acknowledged, Grantor does grant unto Grantee and Grantee does hereby accept from Grantor the Easement over and across the Premises. The term of the Easement, unless sooner terminated under provisions of the Easement Agreement, shall be perpetual. Provisions regulating the use and purposes to which the Easement shall be limited, are set forth in detail in the Easement Agreement and Grantor and Grantee agree to abide by the terms of the Easement Agreement. All the terms, conditions, provisions and covenants of the Easement Agreement are incorporated herein by this reference for all purposes as though written out at length herein, and both the Easement Agreement and this Memorandum of Easement shall be deemed to constitute a single instrument or document. This Memorandum of Easement is not intended to amend, modify, supplement, or supersede any of the provisions of the Easement Agreement and, to the extent there may be any conflict or inconsistency between the Easement Agreement or this Memorandum of Easement, the Easement Agreement shall control. [Signature page follows] Exhibit"B" Page 3 of 2 Page 58 of 192 Resolution 5607 Exhibit A IN WITNESS WHEREOF, Grantor and Grantee have executed this Memorandum of Easement to as of the date and year first above written. GRANTOR: BNSF RAILWAY COMPANY, a Delaware corporation By: Name: Title: GRANTEE: CITY OF AUBURN, a municipal corporation By: Name: Title: STATE OF § § COUNTY OF § This instrument was acknowledged before me on the day of , 2021, by (name) as (title)of BNSF RAILWAY COMPANY, a Delaware corporation. Notary Public (Seal) My appointment expires: STATE OF § § COUNTY OF § This instrument was acknowledged before me on the day of , 2021, by (name) as (title)of , a Notary Public (Seal) My appointment expires: Exhibit"B" Page 4 of 2 Page 59 of 192 Resolution 5607 Exhibit A Exhibit "A"-1 THAT PORTION OF PARCEL 1, CITY OF AUBURN LOT LINE ADJUSTMENT NUMBER LLA06-0001 RECORDED UNDER RECORDING NUMBER 20060616000926 RECORDS OF KING COUNTY, WASHINGTON LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT AN ENCASED MONUMENT LOCATED AT THE INTERSECTION OF 37TH STREET SOUTHEAST AND "A" STREET SOUTHEAST, THENCE NORTH 88°59'10" WEST A DISTANCE OF 23.84 FEET TO THE WEST RIGHT OF WAY MARGIN OF "A" STREET SOUTHEAST ALSO BEING THE EAST LINE OF AN EASEMENT GRANTED TO THE CITY OF AUBURN FOR HIGHWAY AND WATER RETENTION POND PURPOSES UNDER RECORDING NUMBER 8109100298; THENCE CONTINUING NORTH 88°59'10" WEST A DISTANCE OF 12.23 FEET TO THE WEST LINE OF SAID EASEMENT; THENCE ALONG SAID WEST LINE SOUTH 01°00'50" WEST A DISTANCE OF 40.07 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID WEST LINE SOUTH 23°29'28" WEST A DISTANCE OF 23.00 FEET; THENCE PARALLEL WITH SAID WEST LINE SOUTH 01°00'50" WEST A DISTANCE OF 35.00 FEET; THENCE SOUTH 31°35'25" EAST A DISTANCE OF 16.32 FEET TO SAID WEST LINE; THENCE ALONG SAID WEST LINE NORTH 01°00'S0" EAST A DISTANCE OF 70.00 FEET TO THE POINT OF BEGINNING. THE EASEMENT CONTAINS AN AREA OF 462 SQUARE FEET, MORE OR LESS THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS NORTH 01°01'19" EAST AS DETERMINED FROM THE MONUMENT LOCATED AT THE INTERSECTION OF "A" STREET SOUTHEAST AND 415T STREET SOUTHEAST TO THE MONUMENT LOCATED AT THE INTERSECTION OF "A" STREET SOUTHEAST AND 37TH STREET SOUTHEAST, CITY OF AUBURN, WASHINGTON. Exhibit"B" Page 5 of 2 Page 60 of 192 BNSFEasement at 37th and A Street SE Printed Date:Map Created by City City of of Auburn eG15 Imagery Date:May 2015 LAL IL "-" "" . II ,—m all; `7 WI r... r__ . ... T 3 ,... �' i t 1 - ..1 1; w, 4 I i mo. s l -. a1 =a n 4 i 4 •] ELM L bl S FC . I ~ J - -iCYL+ 11,-wIL .E--Rci V I ■1rI:+II." BNSF Easement for IL. to Future Northbound GILDO REY ELEMENTARY SCHOOL' U-turn .i a 374t • .'t4 4.7 r. Dt ".-. . J I 1 ,,,,... 1 r... _,. __ .. , 1, ....... .. • `� �- -gam i4 I.. I �I.- � : MOUNT BAKER MIDDLE SCHOOL 1 -w r. fS Pl sF 1 rl t � i - 1 L 9 : I i f - _ _ Ali_i • -,.. ill "4":9/1:1:11 _ I1P* I o SE #3R0 57 _:-/ y PC AVE NE I_ _ ''/ y. 2ND_AvE NE ' SE 45 TH . . O .t____ rrP I I •Ir'r Air "I' 44 ' AUBURN RIVERSIDE HIGH SCHOOL ' ,- t v ti 1,333.3 0 666.7 1,333.3 Feet Information shown is for general reference I I I represenst only and does ra hic neorc y represent exact geographic or cartographic NAD_1983_StatePlane_Washington_North_FIPS_4601_Feet data as mapped.The City of Auburn makes 0 no warranty as to its accuracy. Pam--61 of 192 CITY OF -* * II;K ° AGENDA BILL APPROVAL FORM WASHINGTON Agenda Subject: Date: Resolution No. 5610 (Gaub) August 10, 2021 Department: Attachments: Budget Impact: Public Works Resolution No.5610 Current Budget: $0 ExhibitA Proposed Revision: $0 Revised Budget: $0 Administrative Recommendation: City Council adopt Resolution No. 5610 Background for Motion: The City has prepared a Limited Update of the 2015 Comprehensive Water Plan, requesting a 4-year extension approval from the Washington State Department of Health. Background Summary: City Council adopted Resolution 5604 at the August 2, 2021 meeting, which authorized submitting the Limited Update of the 2015 Comprehensive Water Plan to Washington State Department of Health (DOH). Prior to submitting to DOH, it was discovered one of the water rights certificates was accidentally omitted from the Water Rights Self Assessment form. Staff is requesting the City Council to re-adopt the Limited Update with the corrected Water Rights Self Assessment form. Other minor changes include the date of the Limited Update letter to DOH and the City Council's date of re-adoption on August 16, 2021. Resolution No. 5610 authorizes the Mayor to submit the Limited Update of the 2015 Comprehensive Water Plan to Washington State Department of Health for review and approval. Reviewed by Council Committees: Councilmember: Stearns Staff: Gaub Meeting Date: August 16, 2021 Item Number: RES.B Page 62 of 192 RESOLUTION NO. 5610 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, APPROVING THE SUBMITTAL OF THE CITY'S LIMITED UPDATE OF THE 2015 COMPREHENSIVE WATER PLAN TO THE WASHINGTON STATE DEPARTMENT OF HEALTH WHEREAS, the City of Auburn operates a municipal water utility and provides drinking water to its utility customers; and WHEREAS, the City of Auburn is required to develop and adopt Comprehensive Plans for its municipal utility operations; and WHEREAS, in connection with its comprehensive planning, state law provides that the City's Comprehensive Water Plan is to be reviewed and approved by the Washington State Department of Health which has regulatory authority over drinking water systems; and WHEREAS, the City has developed a Limited Update of the 2015 Comprehensive Water Plan ("Limited Update"); and WHEREAS, Council adopted and approved the Limited Update of the 2015 Comprehensive Water Plan through passage of Resolution 5604 on August 2, 2021; and WHEREAS, the adopted Limited Update omitted the listing of one water right certificate and requires re-adoption. NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, HEREBY RESOLVES as follows: Resolution No. 5610 August 5, 2021 Page 1 Page 63 of 192 Section 1. The City of Auburn Limited Update of the 2015 Comprehensive Water Plan is adopted and approved as set forth in Exhibit "A" attached and incorporated by reference pending approval from the Washington State Department of Health. City staff is authorized to make minor changes to the approved Limited Update based on comments received from the Washington State Department of Health. Substantive changes, as determined by the Mayor or the Mayor's designee, shall be approved by the Auburn City Council. Section 2. The Mayor is authorized to submit to the Washington State Department of Health the Auburn Limited Update of the 2015 Comprehensive Water Plan for the agency's review and approval. Section 3. After the Department of Health's review and approval of the City's Limited Update of the 2015 Comprehensive Water Plan, the Limited Update shall be returned to the City Council for incorporation as an element of the City's overall 2021 Comprehensive Plan update. Section 4. The Mayor is authorized to implement such administrative procedures as may be necessary to carry out the directives of this legislation. Resolution No. 5610 August 5, 2021 Page 2 Page 64 of 192 Section 5. This Resolution shall be in full force and effect upon passage and signatures hereon. DATED and SIGNED this day of 2021 . CITY OF AUBURN NANCY BACKUS MAYOR ATTEST: Shawn Campbell, City Clerk APPROVED AS TO FORM: Kendra Comeau, City Attorney Resolution No. 5610 August 5, 2021 Page 3 Page 65 of 192 Exhibit A CITY OF AUBURN Nancy Backus,Mayor WAS H I N GTON 25 West Main Street* Auburn WA 98001-4998*wwwauburnwa.gnv*253-931-3000 August 16, 2021 Richard Rodriguez Regional Planner Washington State Department of Health Northwest Regional Office 20425 72nd Avenue South, Suite 310 Kent, WA 98032 RE: City of Auburn 2015 Water System Plan (Water System ID 03350) Approval Extension Request Dear Mr. Rodriguez: On behalf of the City of Auburn, I am requesting approval of a 4-year extension for the City of Auburn Water System Plan (WSP), entitled "City of Auburn Comprehensive Water Plan, October 2015". On May 11, 2016, the Washington State Department of Health approved the City's WSP for a 6-year term that will expire on May 11, 2022. To date, there have been no significant changes to the WSP that warrants the scheduled approval update per WAC 246-290-100. The projects, demands and growth presented in the current WSP are still valid and are accurate projections of the City's current planning efforts. Additionally, the current WSP includes projects, demands and growth projections 4 years beyond the 6-year planning period in anticipation of this extension request. Although the City is requesting a 4-year extension, a full water system plan will be prepared as part of the City-wide comprehensive plan, expected to be completed in 2024. SYSTEM CAPACITY Demand The City's annual water demand between 2014 and 2020 has been less than the projected demand in the City's 2015 WSP for each corresponding year. Table 1 and Figure 1 show the difference between the projected average day demand (ADD) and maximum day demand (MDD) in the 2015 WSP, and the actual ADD and MDD for the years 2015 through 2020. With conservation, low distribution system leakage, and Lake Meridian securing an alternate wholesale source so that it has not been utilizing wholesale water from Auburn, the City expects to remain below the demands shown in 2015 WSP Table 4.17 and Figure 4.8 through 2025. ENG-163-ELH, Revised 12/19 AUBURN * MORE THAN YOU IMAGINED Page 66 of 192 Richard Rodriguez August 16, 2021 Page 2 of 9 Table 1 Projected vs. Actual Water Demand Projected Projected Year Average Day Maximum Day Actual Average Actual Maximum Demand Demand Day Demand Day Demand MGD MGD MGD MGD 2015 10.02 15.44 7.58 13.16 2016 10.12 15.61 7.85 14.53 2017 10.21 15.79 6.80 12.54 2018 10.31 15.97 6.73 13.61 2019 10.41 16.15 6.55 11.29 2020 10.51 16.33 6.29 13.62 Figure 1 Projected vs. Actual Water Demand 20 tan 15 E E 10 a ` to 5 0 2015 2016 2017 2018 2019 2020 Year -Projected ADD -Projected MDD Actual ADD Actual MDD Water Use Efficiency (WUE) Goal The Previous 2014-2020 WUE goal that was adopted in the 2015 WSP Section 8.2 has been reported annually to customers and Department of Health. At the end of the 6-year cycle, a new goal was established through a public process. The new 2021-2025 goal was adopted by the City Council on August 2, 2021. The projected demands that were calculated for the 2015 WSP update using historical water production, purchase, sales data, and the growth projection data were used to support the new goal. 2021-2025 WUE Goal: Decrease the planning ERU value (gpd/ERU) 1 percent annually from the current planning ERU value of 179 gpd/ERU, which is the 75th percentile of 7 years of historical data (2014-2020). Revaluate goal when the planning ERU value reaches less than 172 gpd/ERU. ENG-163, Revised 12/18 Page 67 of 192 Richard Rodriguez August 16, 2021 Page 3 of 9 The City plans to continue to implement 14 of the 15 demand-side WUE program measures noted in the 2015 WSP Section 8.2.5 to achieve the new 2021-2025 WUE goal. The Demonstration Garden (Measure 14) is no longer maintained because the location exacerbated homeless encampment issues. However, a new program measure described below is proposed, keeping the total number of program measures at 15. Rainwater Harvesting.: The City will evaluate implementation of a rainwater harvesting (rainwater reclamation) promotion program as a means to reduce irrigation water usage by commercial, public and residential customers. The City Stormwater Utility's requirement to use Low Impact Development (LID) measures, where feasible, strives to keep rainwater on the property, further reducing irrigation demands. Storage 2015 WSP analysis identified storage deficiencies in the Valley and Lea Hill service areas in 2035. A combination of storage and supplies are needed to eliminate these deficiencies. Long-term capital projects to install iron and manganese treatment at Well 7 and construct a new Valley storage reservoir will eliminate the deficiencies when completed. These projects remain in the Capital Improvements Plan in the mid-term and long-term planning. CAPITAL IMPREOVMENT PLAN The City has made progress in completing the following capital improvements per the schedule outlined in Chapter 10 of the 2015 WSP. Listed below is a summary of the scheduled Capital Improvement Projects and/or Programs from the 2015 WSP Table 10.6 that were completed or are still in progress. Most water main replacement projects are not identified individually in the 2015 WSP. They are included in the Street Utility Improvements Program, Water Repair and Replacement Program, and Annual Distribution Improvements Program. Status Project Name Completed 2015 • SCADA Upgrades • Valley Asbestos Cement (AC) Water Main Replacement— 1,480 feet 6" and 1,280 feet 8" replaced with 12" ductile iron • 2015 Local Street Reconstruction — 1,955 feet 6" cast iron and 1,330 feet 8" cast iron replaced with 8" ductile iron • Auburn Way South Flooding Improvements (17th St SE)— 3,160 feet 8" cast iron replaced with 8" ductile iron Completed 2016 • Well 1 On-Site Improvements • Well 4 Emergency Power Improvements • Lakeland Hills Reservoir 5 Improvements • Muckleshoot Indian Tribe (MIT) Casino Master Meters ENG-163, Revised 12/18 Page 68 of 192 Richard Rodriguez August 16, 2021 Page 4 of 9 • 2016 Local Street Reconstruction — 1,315 feet 6" cast iron replaced with 8" ductile iron, 1,250 feet 4" cast iron replaced with 12" ductile iron • Auburn Way South Corridor Improvements (MIT Plaza— Dogwood) —2,080 feet 10" cast iron replaced with 12" ductile iron Completed 2017 • West Hill Springs Flow Control Improvements • 2017 Local Street Reconstruction —2,440 feet 6" cast iron replaced with 8" ductile iron Completed 2018 • Fulmer Field Improvements • Lea Hill PRV Station Improvements • Water Meter & Billing System Improvements (AMI) • 2018 Local Street Reconstruction —600 feet 6" cast iron replaced with 12" ductile iron Completed 2019 • Reservoir 1 Seismic Control Valve • 2019 Local Street Reconstruction —2,115 feet 6" cast iron and 740 feet 8" cast iron replaced with 8" ductile iron • A Street SE Improvements — 760 feet 6" cast iron and 340 feet 8" cast iron replaced with 12" ductile iron Completed 2020 • Green River Pump Station Back-Up Power • Meter Vault Replacement • Pipe Asset Management Study • 2020 Arterial Street Reconstruction — 1,155 feet 8" cast iron replaced with 16" ductile iron In Progress • Cascade Water Alliance Water Purchase—annual payments until 2029 • Well 4 Pump Improvements • Academy Pump Station No. 1 Replacement • Coal Creek Springs Transmission Main Replacement • Street Utility Improvements Program —annual program that funds water main repair, replacement, or upgrade in conjunction with City street projects • Water Repair and Replacements Program —annual program that funds repair and replacement of water mains • Annual Distribution Improvements Program —annual program that funds upgrades or extensions of new water main projects Cancelled • Utilities Field Operations Center—This project is replaced with a more comprehensive upgrade to the City's Operations and Maintenance Facilities ENG-163, Revised 12/18 Page 69 of 192 Richard Rodriguez August 16, 2021 Page 5 of 9 Table 2 below has an updated project list of the 2015 WSP CIP, and new projects for the requested 4-year time extension. Costs have been updated from those presented in Table 10.6 of the 2015 WSP to account for inflation. Projects with minimal costs (e.g., $10,000 in 2021 and no future year costs) are nearing completion. Table 2 2021-2026 Capital Improvement Projects and Programs(x$1,000) 2015 WSP ID Project Name 2021 2022 2023 2024 2025 2026 1S-04 Cascade Water Alliance Water Purchase $ 935 $ 935 $ 935 $ 935 $ 935 $ 935 1S-06 Well 5/5A Upgrades $ - $ - $ - $ - $ 947 $ 112 1S-07 Well Inspection and Redevelopment $ - $ 185 $ - $ - $ 200 $ - 1S-08 Water Resources Protection Program $ 27 $ 28 $ 29 $ 29 $ 30 $ 31 1S-09 Coal Creek Springs Rehabilitation $ - $ - $ - $ - $ - $ 1,126 West Hill Springs Water Quality S-12 Improvements $ - $ - $ - $ 100 $ 480 $ - S-13 Algona Well 1 Decommissioning $ - $ - $ 50 $ - $ - $ - S-18 Howard Road CCTF Expansion $ - $ - $ - $ - $ - $ 349 S-22 Well 4 Facility Improvements $ 147 $ 830 $ - $ - $ - $ - R-03 Reservoir Repair and Replacements $ 50 $ 62 $ 64 $ 66 $ 68 $ 70 R-04 Valley Service Area Reservoir No. 3 $ - $ 50 $ - $ - $ - $ 700 R-05 Reservoir Painting $ - $ - $ - $ - $ - $ 1,747 R-06 Reservoir Seismic Rehabilitation $ - $ - $ - $ 262 $ - $ 298 R-06 Reservoir 2 Valves $ - $ 240 $ 760 $ - $ - $ - Intertie Booster Pump Station PS-04 Improvements $ - $ - $ - $ - $ - $ 250 PS-07 Academy PS#1 Pump Replacement $ 3,000 $ 610 $ - $ - $ - $ - PS-09, Station/Distribution System D-16 Improvements $ - $ - $ - $ - $ - $ 70 PS-10 Lea Hill PS Replacement $ - $ - $ - $ - $ 491 $ 746 Annual Distribution System D-02 Improvements Program $ - $ - $ 300 $ 1,000 $ 300 $ 1,000 104th Park Development(104th to 102nd D-02 Water Main Loop) $ 250 $ - $ - $ - $ - $ - D-06 Street Utility Improvements Program $ 2,000 $ 1,000 $ 1,000 $ 1,000 $ 1,000 D-06 F Street SE Non-Motorized Improvements $ 10 $ - $ - $ - $ - $ - D-06 M Street NE Widening $ - $ 37 $ - $ 320 $ - $ - Auburn Way South -Hemlock Street SE to D-06 Poplar Street SE $ - $ - $ 2,176 $ 256 $ - $ - D-06 2021 Local Streets Reconstruction $ 2,520 $ - $ - D-06 Water Trench Patches Program $ 150 $ 155 $ 160 $ 165 $ 170 $ - D-06 4th Street SE Reconstruction $ 50 $ 800 $ - $ - $ - $ - D-06 Garden Avenue Realignment $ 55 $ 440 $ - $ - $ - $ - D-09 Water Repair&Replacements Program $ - $ 100 $ 1,000 $ 300 $ 1,000 $ 300 D-11 Coal Creek Springs Transmission Main $ 10 $ 2,425 $ - $ - $ - $ - G-08 Comprehensive Water Plan $ - $ 263 $ 271 $ 20 $ - $ - New Deduct Meter Replacement Program $ 515 $ 485 $ - $ - $ - $ - New Lea Hill AC Main Replacement $ 10 $ - $ - $ - $ - $ - New Lead Service Line Replacement $ 2,900 $ 1,600 $ - $ - $ - $ - ENG-163, Revised 12/18 Page 70 of 192 Richard Rodriguez August 16, 2021 Page 6 of 9 LAND USE AND GROWTH The Auburn water service area is smaller than the entire area of the City. For purposes of projecting growth over the next 5-year period, the service area represents approximately 75% of the City's corporate boundaries, taking into account areas are not developed or are served by private wells that are not expected to connect to the water system within the next 5 years. The 2015 WSP Table 4.8 projected a total service area population of 57,213 for 2015 and 62,581 for 2021. The State Office of Financial Management (OFM) population estimates are presented in Table 3. The total population of the City is the sum of the parts in King and Pierce Counties, with calculated water service area population 75% of the total. Table 3 City of Auburn Population 2010 2015 2016 2017 2018 2019 2020 Population Population Population Population Population Population Population County Jurisdiction Census Estimate Estimate Estimate Estimate Estimate Estimate King Auburn(part) 62,761 65,950 67,340 69,060 70,650 71,740 71,960 Pierce Auburn(part) 7,419 9,595 9,720 9,900 9,965 9,980 9,980 Auburn Total 70,180 75,545 77,060 78,960 80,615 81,720 81,940 Water Service Area Population 52,635 56,659 57,795 59,220 60,461 61,290 61,455 2015 WSP Table 4.8 Projections 57,213 58,108 59,002 59,897 60,792 61,686 As Table 3 shows, the OFM estimated population of 61,455 and the 2015 WSP projection of 61,686 are fairly close. It is anticipated the actual growth in demand over the requested 4-year extension period will not exceed the demand projections stated in the 2015 WSP. POLICIES AND DESIGN CRITERIA The City's water service policies as presented in Section 3 of the 2015 WSP have remained the same for operating and constructing new facilities. The Design and Construction Standards provided in Appendix Q of the 2015 WSP have had minor modifications to provide clearer information or revised materials specifications. The water sections of the City of Auburn Design and Construction Standards are attached. FINANCING AND IMPLEMENTATION The financial analysis in Section 11 of the 2015 WSP identified the capital improvement plan (CIP) that the City is currently still pursuing. The City continues to fund the water operations and CIP programs while still maintain positive reserves as indicated in Table 4. The City obtained bond funding in 2020 for approximately $13.7 million for some of the planned projects. This funding was anticipated and discussed in the 2015 WSP Chapter 11. The City has adequate reserves to fund its debt service. ENG-163, Revised 12/18 Page 71 of 192 Richard Rodriguez August 16, 2021 Page 7 of 9 Table 4 Statement of Revenues,Expenses,and Changes in Fund Net Position 2014 2015 2016 2017 2018 2019 Operating Revenues Charges for service $ 13,123,260 $ 14,225,395 $ 14,603,413 $ 14,781,310 $ 15,293,465 $ 15,057,517 Other Operating Revenue - - - - 600 835 Total Operating Revenues 13,123,260 14,225,395 14,603,413 14,781,310 15,294,085 15,058,352 Operating Expenses Operations and Maintenance 4,542,882 5,724,361 4,708,531 3,753,573 3,692,419 3,789,093 Administration 2,927,033 2,773,952 2,876,688 4,672,569 4,702,259 4,727,971 Depreciation/Amortization 2,410,604 2,934,694 3,014,425 3,269,581 3,407,933 3,848,016 Other Operating Expenses 1,528,313 1,650,719 1,812,788 8,964 - - Total Operating Expenses 11,408,832 13,083,726 12,412,432 11,704,687 11,802,611 12,365,080 Operating Income(Loss) 1,714,428 1,141,669 2,190,981 3,076,623 3,491,474 2,693,272 Non-Operating Revenue(Expenses) Interest Revenue 13,972 19,431 44,045 104,564 178,271 261,654 Other Non-Operating Revenue 347,225 241,238 218,927 269,264 324,228 589,809 Gain on Sale of Capital Assets - - - - - - Interest Expense (546,255) (606,837) (687,081) (703,321) (697,363) (658,808) Other Non-Operating Expenses (37,857) (g66) (8,116) - -Total Non-Operating Revenue(Expenses) (222,915) (347,134) (432,225) (329,493) (194,864) 192,655 Income(Loss)Before Contributions and Transfers 1,491,513 794,535 1,758,756 2,747,130 3,296,610 2,885,927 Capital Contributions 1,283,277 1,999,057 3,299,828 1,176,756 1,271,234 3,246,853 Transfers In - - - 2,500,000 2,686,332 39,258 Transfers Out (110,271) (203,642) (88,921) (2,693,946) (2,800,400) (147,002) Changes in Net Position 2,664,519 2,589,95o 4,969,663 3,729,940 4,453,776 6,025,036 Net Position,January 1,as Previously Reported 68,655,975 71,320,494 70,782,042 75,751,705 79,481,845 83,935,421 Change in Accounting Principle (3,128,402) Net Position,January i as Restated 68,192,092 Net Position,December33. $ 71,320,494 r$ 70,782,042 $ 75,751,705 $ 79,482,645 $ 83,935,422 $ 89,960,457 SEPA COMPLIANCE Since the 2015 WSP, no changes have occurred that would require a new Determination of Non-significance to be issued. Some planned capital improvements may require project-specific SEPA documents, which will be developed as part of those projects. ADJACENT WATER SYSTEMS AND WHOLESALE CUSTOMERS The following adjacent water systems and wholesale customers have been notified of the City's 2015 WSP extension request. The draft letter was emailed on June 28, 2021 for agency review. Response deadline was July 9, 2021. All received comments and responses are documented. ENG-163, Revised 12/18 Page 72 of 192 Richard Rodriguez August 16, 2021 Page 8 of 9 Agency Agency Comments Auburn Responses City of Algona Comment 6/28/2021 Algona transferred inquiring about the $50,000 ownership of their well to on line S-13 of the Capital Auburn. The cost is to Program. decommission the Algona well after the water right is transferred to an Auburn well location. City of Bonney Lake No response N/A City of Kent No comments (6/30/2021) N/A City of Pacific No response N/A City of Sumner No response N/A Covington Water District No response N/A Highline Water District No response N/A Lakehaven Water and Comment 6/30/2021 stating Auburn is not exempt Sewer District there was no mention of the from the requirements of requirements of the 2018 AWIA and has met the American Water AWIA requirements for Infrastructure Act (AWIA), assessment and asking if Auburn is exempt emergency planning. from this planning requirement. Lake Meridian Water No response N/A District Muckleshoot Indian Tribe No response N/A The City Council is anticipated to approve of the adoption process for this Extension Request letter at its August 16, 2021 meeting. The City requests that the 2015 WSP's existing approval be extended by 4 years as the analyses and recommendations contained in the 2015 WSP are still valid, and the WSP currently meets the Department of Health's water system planning requirements. If you have any questions, please contact me at 253-804-5061 or sfenhausaauburnwa.aov ENG-163, Revised 12/18 Page 73 of 192 Richard Rodriguez August 16, 2021 Page 9 of 9 Sincerely, Susan Fenhaus, PE Water Utility Engineer Public Works Department S F/XX File: WTR 2.2.1 Enclosure(s) • 2021 Water Rights Self-Assessment Form • Population Estimates Washington State Office of Financial Management • Water Use Efficiency Program • 2021 Design and Construction Standards ENG-163, Revised 12/18 Page 74 of 192 CITY OF AUBURN LIMITED COMPREHENSIVE WATER PLAN UPDATE ATTACHMENTS • 2021 Water Rights Self-Assessment Form • Population Estimates from Washington State Office of Financial Management • 2021 — 2025 Water Use Efficiency Program • 2021 Design and Construction Standards Page 75 of 192 Water Right Self-Assessment Form for Water System Plans 331-372 • 1/13/2017 All water right permits, claims, and certificates must be evaluated in a water right self- assessment for all sources used to supply the water system. The self-assessment compares the parameters and other limitations of existing water rights against current and forecasted water production, as described in your water system plan, to determine whether the rights are adequate to serve your system's current and future water needs. You must account for all sources of supply and total quantities of water withdrawn from the source. If you purchase water from another purveyor through a non-emergency intertie, you must complete the INTERTIES section of the self-assessment. A Note on Exempt Wells If you're seeking DOH approval of a new Group A or Group B water system using an exempt well, you must complete the self-assessment, although certain fields will not apply. Talk to your DOH regional planner about using the Water Right Self-Assessment form for a Small Water System Management Program instead of this version. Local governments must ensure that an adequate potable water supply is available from the exempt well before issuing a building permit. Before developing a permit exempt well, check with your local authorities on their criteria for establishing an adequate potable water supply for your planned public water system. Water Right Parameters Below is a brief description of the parameters associated with a typical water right. For the self- assessment, you only need to describe the last two bulleted items if they apply to your water rights. Source Type—this refers to whether the source is surface water, groundwater or a spring. Source Location —this refers to the location of points of groundwater withdrawal or surface water diversion for each right. Purpose of Use—this refers to the type of use, such as municipal water supply, community domestic, industrial or agricultural purposes. Place of Use—this describes where water can be put to beneficial use under the right. Under the 2003 Municipal Water Law, RCW 90.03.386, the place of use for a water right held for municipal water supply purposes may be the system's service area as identified in an approved water system plan or small water system management program. See Ecology Policy 2030 for information on how Ecology administers the Municipal Water Law. 1r Y4r�slrrrsgtnrcstatcfleparfmmo( If you need this publication in an alternative format, call 800.525.0127 vI (TDD/TTY call 711).This and other publications are available at Healthwww.doh.wa.gov/drinkingwater. Page 76 of 192 Period of Use—this refers to time-of-year limitations in which the water right may be put to use. If any water right has a time-of-year limitation, please include this information in the INTERRUPTIBLE WATER RIGHTS section. Provisions or Limiting Conditions —this refers to any provisions or conditions placed on the water right. If a water right has a limiting condition or other provision, such as a collection and reporting requirement, other than a time-of year limitation, include this information in the ADDITIONAL COMMENTS section at the bottom of the self- assessment and in the water system plan narrative. See Ecoloav Policy 1040 for more information on water right terminology. If you have questions about your water rights, please contact the Ecology regional office in your area. Completing the Water Right Self-Assessment Form The self-assessment is a Word document to allow users to make changes or to expand the document. You may use another format, if preferred, as long as all required information is included. Below is a description of all fields and how to complete them. This form is divided into four different sections. Each section is described in the headings below. See the column identifiers (A, B, C, etc) at the bottom of each column for guidance in completing the necessary calculations. Water Right Permit. Certificate. or Claim Number: This number is assigned by Ecology when a permit application is filed. It's listed at the top of the permit or certificate. For water right claims, this is the registration number stamped in the lower left hand corner of the claim form. WFI Source #: Identify the individual sources (e.g. well #1, well #2) as defined on the DOH Water Facilities Inventory form. If a water right is associated with multiple sources, list all sources in the same row in this column. If a source is associated with multiple water rights, identify each water right on a separate row. If you have any source(s) that is not currently being used (categorized as standby, back-up, or emergency), and the source has an associated water right that is not listed in column #1, please include the source and water right information in the ADDITIONAL COMMENTS section. This will identify that the source is still intended for a beneficial use under RCW 90.03.015(4). See Ecoloav Policy 1040. EXISTING WATER RIGHTS SECTION (olive green color, top section) This section refers to existing water rights. It does not include any water right applications that have been submitted to Ecology. Primary Qi (Instantaneous Quantity): This is also known as instantaneous flow rate. It's the amount of water allowed to be taken under the right from the source during a period of peak operation. For surface water, this is generally expressed in terms of cubic feet per Page 2 of 6 Page 77 of 192 second (cfs). For groundwater, this is generally expressed in terms of gallons per minute (gpm). One cfs equals 448.8 gpm. Please indicate the units of measurement you are using for each source. If there are situations where the flow rate will be limited (e.g. limitations established on the source when other sources are utilized), please note them in the ADDITIONAL COMMENTS section in the form and in the WSP narrative. Non-Additive Qi: This term was formally known as "supplemental." Your water rights may use the old terminology. See Ecoloav Policy 1040 for more information. Not all water rights have non-additive quantities. If a water right has non-additive Qi quantities, include the non- additive quantity in this field. This is generally listed in the "quantity, type of use, period of use" section on both permits and certificates. Non-additive quantities should not be included in the primary Qi totals. Primary Qa (Annual Quantity): This is the amount of water that can be taken from the source under the right on an annual basis. It's usually expressed in terms of acre-feet. An acre-foot is the amount of water necessary to submerge an acre of land to a depth of one foot. One acre-foot equals 43,560 cubic feet or 325,851 gallons of water. Non-Additive Qa: This term was formerly known as "supplemental." Your water rights may use the old terminology. See Ecoloav Policy 1040 for more information. Not all water rights have non-additive quantities. If a water right has non-additive Qa quantities, include the non-additive quantity in this field. This is generally listed in the "quantity, type of use, period of use" section on both permits and certificates. Non-additive quantities should not be included in the primary Qa totals. CURRENT SOURCE PRODUCTION SECTION (light green color, top section) This section refers to how much water is withdrawn from the source under each water right for the most recent full calendar year. You will need to determine any excess or deficiency for each water right after calculating how much water was withdrawn compared to how much water is allowed under each water right. If demand has decreased over past years, you may wish to include historic maximum production information in the ADDITIONAL COMMENTS section. This will provide a more complete picture of the use of your water rights. Use the water use data and demand projections from your water system plan to define current and projected water needs. You can determine if you'll need additional water rights based on the comparison of existing water rights, current water production, and projected 10- and 20- year needs. Total Qi (Instantaneous Quantity): This refers to the total maximum instantaneous flow rate withdrawn from the source under each water right during the most recent calendar year. For surface water, this is expressed in terms of cubic feet per second (cfs). For groundwater, this is expressed in terms of gallons per minute (gpm). One cfs equals 448.8 gpm. Page 3 of 6 Page 78 of 192 Current Excess or Deficiency (Oil: Please calculate the excess or deficiency for each water right after comparing the total amount withdrawn against each water right. Please use parentheses for deficient amounts. Total Qa (Annual Quantity): This refers to the total volume of water withdrawn from each source under each water right during the most recent calendar year. It's usually expressed in acre-feet. Current Excess or Deficiency (Qa): Please calculate the excess or deficiency for each water right after comparing the total amount withdrawn against each water right. Please use parentheses for deficient amounts. 10-YEAR FORECASTED SOURCE PRODUCTION SECTION (light blue color, top section) This section refers to how much water you project to withdraw from each source in ten years as determined in your water system plan. Please complete this section in the same manner (using the same units of measurement) as the current source production section using your 10-year forecasted amounts. 20-YEAR FORECASTED SOURCE PRODUCTION SECTION (darker blue color, top section) This section refers to how much water you project to withdraw from each source in twenty years as determined in your water system plan. Please complete this section in the same manner (using the same units of measurement) as the current source production section using your 20- year forecasted amounts. If you are unable to provide 20-year forecasts for each source, you may choose to include the combined 20-year total at the bottom. PENDING WATER RIGHTS SECTION (second section of form) Please complete this section for any water right applications that have been submitted to Ecology. Please include the application number, whether it's a new or a change application, the date submitted, and the total quantities requested. INTERTIES SECTION (third section of form) This section must be completed by purveyors who purchase any amount of wholesale water. If your system sells water to another public water system, include the quantity sold in the CURRENT SOURCE PRODUCTION section. Purchasers of wholesale water must account for all water obtained through the intertie for non- emergency supply purposes. This is to ensure that all sources of supply are considered when evaluating whether new water rights are needed within 20 years. Please identify the maximum quantity of water, expressed in the same manner as the above sections, allowed under each intertie contract. If there are limiting conditions or temporary Page 4 of 6 Page 79 of 192 agreements that effect the long-term use of the intertie, you must account for such limiting conditions when evaluating the current and forecasted water supply needs in your water system plan. Finally, purchasers of wholesale water are responsible for ensuring that the underlying water right (held by the purveyor selling water) are adequate for such use. You should confirm that the selling system has accounted for the wholesale area in their water system plan to ensure that the water right authorizes the distribution of water through the intertie. INTERRUPTIBLE WATER RIGHTS SECTION (bottom section of form) This section refers to water rights that have an annual time-of-year interruption. Please complete this section for any water right listed in the above fields that has a time-of-year interruption. Please include the water right number, describe the limitation, and the time period of interruption. Purveyors with interruptible rights should develop a water shortage response plan as part of their water system plan to describe how demand will be met during periods of interruption through aggressive demand-side conservation, fixing leaks or other means. ADDITIONAL COMMENTS SECTION (bottom section of form) If the system has any source that is not currently being used on a regular basis (such a source may be categorized as stand-by, back-up, emergency), you should identify the source in this section if the source has an associated water right that is not listed in the above sections. The purpose is to identify that such water rights are still intended for a future beneficial use as required under RCW 90.03.015(4). See Page 2, Item 9 (b) in ECY Policy 2030. For these water rights, please briefly describe the future intended use of the source and when you expect to utilize the water right. This does not refer to sources categorized as seasonal sources. You should also include any other comments in this section that will explain aspects of your water right portfolio that are not identified above. Page 5 of 6 Page 80 of 192 Water Right Self-Assessment Form for Water System Plan Mouse-over any link for more information.Click on any link for more detailed instructions. Water Right WFI Source# Existing Water Rights Current Source Production- Most Recent 10-Year Forecasted Source Production 20-Year Forecasted Source Production Permit. If a source has Qi= Instantaneous Flow Rate Allowed (GPM) Calendar Year (determined from WSP1 (determined from WSP1 Certificate. or multiple water Qa= Annual Volume Allowed (Acre-Feet/Year) Qi = Max Instantaneous Flow Rate Withdrawn (GPM) This includes wholesale water sold This includes wholesale water sold Claim# rights, list each This includes wholesale water sold Qa = Annual Volume Withdrawn (Acre-Feet/Year) *If water right is water right on This includes wholesale water sold interruptible, separate line Primary Non-Additive Primary Non- Total Qi Current Total Qa Current Total Qi 10-Year Total Qa 10-Year Total Qi 20-Year Total Qa 20-Year identify limitation 4 4 Qa Additive Qa Maximum Excess or Maximum Excess or Maximum Forecasted Maximum Forecasted Maximum Forecasted Maximum Forecasted in yellow section Maximum Maximum Maximum Maximum Instantaneous (Deficiency) Annual (Deficiency) Instantaneous Excess or Annual Excess or Instantaneous Excess or Annual Excess or below Rate Allowed Rate Volume Volume Flow Rate Qi Volume Qa Flow Rate (Deficiency) Volume (Deficiency) Flow Rate (Deficiency) Volume (Deficiency) Allowed Allowed Allowed Withdrawn Withdrawn in 10 Years Q in 10 Years Qa in 20 Years Qi in 20 Years Qa 857 Coal Creek Springs 6,730 9,410 4,550 2,180 3,887 5,523 6,000 730 9,410 0 6,730 0 9,410 0 3560-A Wells 1, 6, &7 2,200 1,120 2,185 15 657 463 2,200 1,120 0 2,200 0 1,120 0 G1-00277C Wells 2, 6, &7 2,400 1,360 2,480 1,925 475 1,360 0 2,400 1,360 0 2,400 0 1,360 0 G1-23629C Wells 3A, 3B, 6, &7 2,800 3,600 0 2,800 0 3,600 0 2,800 0 3,600 2,800 0 500 3,100 G1-20391C Wells 4, 6, &7 2,800 3,600 2,505 295 477 3,123 2,600 200 2,500 1,200 2,600 0 2,460 1,140 G1-23633C Wells 5, 5A, 5B, &SC 1,000 720 770 230 232 488 800 200 600 120 950 50 720 0 G1-25518C Well SA 167 0 187 167 0 0 0 167 0 0 0 167 0 0 0 G1-22769C Algona Well 1 500 175 0 500 0 175 0 500 0 175 500 0 175 0 G1-25173C Braunwood well 20 6.5 17 3 5 2 17 3 6.5 0 20 0 7 0 S1-049354CL West Hill Springs 625 1,010 600 25 413 597 600 25 960 50 600 25 1,010 0 TOTALS = 19,242 21,002 12,719 6,523 7,031 13,971 14,784 4,458 15,957 5,045 19,167 75 16,762 4,240 Column Identifiers for Calculations: A B C =A-C D =B-D E = A-E F =B-F G =A-G H =B-H PENDING WATER RIGHT APPLICATIONS: Identify any water right applications that have been submitted to Ecology. I Application New or Change Quantities Requested Number Application? Date Submitted Primary Qi Non-Additive Qi Primary Qa Non-Additive Qa G1-28404 New 01/05/06 12,500 13,433 INTERTIES: Systems receiving wholesale water complete this section.Wholesaling systems must include water sold through intertie in the current and forecasted source production columns above. Name of Wholesaling Quantities Allowed Expiration Currently Purchased 10-Year Forecasted Purchase 20-Year Forecasted Purchase System Providing Water In Contract Date of Current quantity purchased through intertie Forecasted quantity purchased through intertie Forecasted quantity purchased through intertie Maximum Maximum Contract Maximum Current Maximum Current Maximum Future Excess Maximum Future Maximum Future Maximum Future Qa Q Excess or Qa Excess or Q or Qa Excess or Q Excess or Qa Excess or Instantaneous Annual Instantaneous (Deficiency) Annual (Deficiency 1 10-Year (Deficiency) 10-Year (Deficiency) 20-Year (Deficiency) 20-Year (Deficiencv.1 Flow Rate Volume Flow Rate Qi Volume Qa. Forecast Qi Forecast Qa Forecast Qi Forecast Qa Tacoma Public Utilities 3,560 3,920 N/A 0 3,560 0 3,920 0 3,560 0 3,920 0 3,560 0 3,920 TOTALS = 3,560 3,920 0 3,560 0 3,920 0 3,560 I 0 3,920 0 3,560 0 3,920 Column Identifiers for Calculations: A B C =A-C D =B-D E =A-E F =B-F G =A-G H =B-H INTERRUPTIBLE WATER RIGHTS: Identify limitations on any water rights listed above that are interruptible. ADDITIONAL COMMENTS: Water Right# Conditions of Interruption Time Period of Interruption Current and proposed Qa quantities for Well 5A, G1-25518C are included with G1-23663C. 1 Current Well 6 Qa = 1074 AF. This was allocated 219 AF to 3560-A, 637 AF to G1-00277C, and 218 AF to G1-20391C. 2 10-year and 20-year forecasted Qa include providing annual average of 2.5 MGD from Coal Creek Springs (857) to Muckleshoot Indian Tribe (MIT) for hatchery. 3 Page 81 of 192 April 1,2020 Population of Cities,Towns and Counties Used for Allocation of Selected State Revenues State of Washington County Census Estimate Estimate Estimate Estimate Estimate Estimate Estimate Estimate Estimate Estimate Municipality 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 Douglas continued Rock Island 788 790 790 790 790 865 965 1,005 1,040 1,130 1,220 Waterville 1,138 1,140 1,145 1,145 1,155 1,160 1,165 1,175 1,175 1,185 1,195 Ferry 7,551 7,600 7,650 7,650 7,660 7,710 7,700 7,740 7,780 7,830 7,910 Unincorporated 6,478 6,520 6,565 6,555 6,560 6,620 6,610 6,645 6,680 6,730 6,805 Incorporated 1,073 1,080 1,085 1,095 1,100 1,090 1,090 1,095 1,100 1,100 1,105 Republic 1,073 1,080 1,085 1,095 1,100 1,090 1,090 1,095 1,100 1,100 1,105 Franklin 78,163 80,500 82,500 84,800 86,600 87,150 88,670 90,330 92,540 94,680 96,760 Unincorporated 13,491 13,665 13,820 13,160 12,820 12,825 12,065 12,540 12,830 13,230 13,500 Incorporated 64,672 66,835 68,680 71,640 73,780 74,325 76,605 77,790 79,710 81,450 83,260 Connell 4,209 5,150 5,320 5,350 5,330 5,405 5,365 5,450 5,460 5,500 5,500 Kahlotus 193 190 195 195 185 185 185 165 165 165 165 Mesa 489 495 495 495 495 495 495 495 495 495 495 Pasco 59,781 61,000 62,670 65,600 67,770 68,240 70,560 71,680 73,590 75,290 77,100 Garfield 2,266 2,250 2,250 2,250 2,240 2,260 2,200 2,200 2,210 2,220 2,225 Unincorporated 841 835 840 850 845 855 805 805 815 820 820 Incorporated 1,425 1,415 1,410 1,400 1,395 1,405 1,395 1,395 1,395 1,400 1,405 Pomeroy 1,425 1,415 1,410 1,400 1,395 1,405 1,395 1,395 1,395 1,400 1,405 Grant 89,120 90,100 91,000 91,800 92,900 93,930 94,610 95,630 97,350 98,740 100,130 Unincorporated 40,134 40,395 40,790 40,956 41,470 41,840 42,130 42,422 42,765 43,255 43,625 Incorporated 48,986 49,705 50,210 50,844 51,430 52,090 52,480 53,208 54,585 55,485 56,505 Coulee City 562 565 560 570 565 560 560 565 570 570 575 Coulee Dam part 0 0 0 0 0 0 0 0 0 0 0 Electric City 968 1,065 995 1,010 1,010 1,010 1,010 1,020 1,030 1,030 1,030 Ephrata 7,664 7,690 7,750 7,870 7,930 7,985 8,020 8,005 8,130 8,180 8,210 George 501 690 700 720 720 720 720 720 720 725 730 Grand Coulee 988 1,020 1,035 1,045 1,050 1,050 1,045 1,055 1,055 1,055 1,055 Hartline 151 150 150 155 155 160 155 155 155 155 155 Krupp 48 50 50 50 50 50 50 50 50 50 50 Mattawa 4,437 4,460 4,495 4,540 4,460 4,535 4,625 4,805 4,900 4,920 4,955 Moses Lake 20,366 20,640 20,950 21,250 21,600 22,080 22,250 22,720 23,660 24,220 24,620 Quincy 6,750 6,815 6,945 7,000 7,235 7,270 7,345 7,370 7,510 7,720 7,930 Royal City 2,140 2,150 2,160 2,190 2,210 2,235 2,240 2,245 2,275 2,295 2,605 Soap Lake 1,514 1,515 1,520 1,530 1,530 1,520 1,535 1,550 1,575 1,585 1,575 Warden 2,692 2,690 2,695 2,705 2,710 2,710 2,720 2,730 2,745 2,765 2,800 Wilson Creek 205 205 205 209+ 205 205 205 218+ 210 215 215 Grays Harbor 72,797 72,900 73,150 73,200 73,300 73,110 72,820 72,970 73,610 74,160 74,720 Unincorporated 28,438 28,555 28,610 28,615 28,635 28,475 28,110 28,190 28,320 28,410 28,675 Incorporated 44,359 44,345 44,540 44,585 44,665 44,635 44,710 44,780 45,290 45,750 46,045 Aberdeen 16,896 16,870 16,890 16,860 16,850 16,780 16,780 16,740 16,760 16,880 16,890 Cosmopolis 1,649 1,645 1,640 1,650 1,645 1,640 1,650 1,660 1,665 1,680 1,695 Elma 3,107 3,115 3,110 3,115 3,130 3,135 3,145 3,145 3,360 3,375 3,410 Hogwam 8,726 8,650 8,655 8,620 8,625 8,575 8,580 8,560 8,560 8,540 8,540 McCleary 1,653 1,655 1,655 1,655 1,660 1,680 1,685 1,695 1,760 1,790 1,815 Montesano 3,976 4,010 4,050 4,070 4,075 4,095 4,105 4,120 4,155 4,175 4,175 Oakville 684 685 690 690 690 685 695 690 690 695 695 Ocean Shores 5,569 5,615 5,745 5,815 5,880 5,935 5,955 6,055 6,220 6,490 6,690 Westport 2,099 2,100 2,105 2,110 2,110 2,110 2,115 2,115 2,120 2,125 2,135 Island 78,506 78,800 79,350 79,700 80,000 80,600 82,910 82,790 83,860 84,820 85,530 Unincorporated 53,565 53,700 54,215 54,665 55,090 55,600 57,460 56,880 58,000 58,730 59,500 Incorporated 24,941 25,100 25,135 25,035 24,910 25,000 25,450 25,910 25,860 26,090 26,030 Coupeville 1,831 1,855 1,880 1,890 1,895 1,900 1,905 1,905 1,905 1,925 1,925 Langley 1,035 1,045 1,055 1,065 1,075 1,100 1,135 1,165 1,175 1,195 1,195 Oak Harbor 22,075 22,200 22,200 22,080 21,940 22,000 22,410 22,840 22,780 22,970 22,910 Jefferson 29,872 30,050 30,175 30,275 30,700 30,880 31,090 31,360 31,590 31,900 32,190 Unincorporated 20,759 20,870 20,990 21,050 21,345 21,500 21,605 21,860 22,045 22,290 22,525 Incorporated 9,113 9,180 9,185 9,225 9,355 9,380 9,485 9,500 9,545 9,610 9,665 Port Townsend 9,113 9,180 9,185 9,225 9,355 9,380 9,485 9,500 9,545 9,610 9,665 King 1,931,249 1,942,600 1,957,000 1,981,900 2,017,250 2,052,800 2,105,100 2,153,700 2,190,200 2,226,300 2,260,800 Unincorporated 325,000 285,265 255,720 253,100 252,050 253,280 245,920 247,060 247,240 248,275 249,100 Incorporated 1,606,249 1,657,335 1,701,280 1,728,800 1,765,200 1,799,520 1,859,180 1,906,640 1,942,960 1,978,025 2,011,700 Algona 3,014 3,055 3,070 3,075 3,090 3,105 3,175 3,180 3,180 3,190 3,210 I Auburn part 62,761 63,050 63,390 64,320 65,350 65,950 67,340 69,060 70,650 71,740 71,960 I Beaux Arts Village 299 300 300 290 295 300 300 300 300 300 300 Bellevue 122,363 123,400 124,600 132,100 134,400 135,000 139,400 140,700 142,400 145,300 148,100 Black Diamond 4,153$ 4,160 4,170 4,170 4,180 4,200 4,305 4,335 4,360 4,525 5,205 Page 82 of 192 April 1,2020 Population of Cities,Towns and Counties Used for Allocation of Selected State Revenues State of Washington County Census Estimate Estimate Estimate Estimate Estimate Estimate Estimate Estimate Estimate Estimate Municipality 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 Lincoln 10,570 10,600 10,675 10,675 10,700 10,720 10,640 10,700 10,810 10,960 11,050 Unincorporated 5,081 5,110 5,185 5,230 5,305 5,305 5,240 5,280 5,370 5,495 5,580 Incorporated 5,489 5,490 5,490 5,445 5,395 5,415 5,400 5,420 5,440 5,465 5,470 Almira 284 285 285 285 280 280 275 275 275 275 275 Creston 236 235 235 235 230 230 225 225 225 225 225 Davenport 1,734 1,735 1,730 1,700 1,685 1,685 1,690 1,700 1,715 1,730 1,740 Harrington 424 420 420 420 415 420 415 415 415 415 415 Odessa 910 910 915 905 900 905 900 905 905 910 905 Reardan 571 575 575 575 570 570 575 570 575 580 580 Sprague 446 445 445 445 440 445 440 440 440 440 440 Wilbur 884 885 885 880 875 880 880 890 890 890 890 Mason 60,699 61,100 61,450 61,800 62,000 62,200 62,320 63,190 64,020 64,980 65,650 Unincorporated 50,865 51,245 51,580 51,825 52,005 52,130 52,250 53,070 53,880 54,760 55,260 Incorporated 9,834 9,855 9,870 9,975 9,995 10,070 10,070 10,120 10,140 10,220 10,390 Shelton 9,834 9,855 9,870 9,975 9,995 10,070 10,070 10,120 10,140 10,220 10,390 Okanogan 41,120 41,200 41,425 41,500 41,700 41,860 41,730 42,110 42,490 42,730 43,130 Unincorporated 24,780 24,805 25,085 25,110 25,120 25,320 25,090 25,400 25,720 25,920 26,220 Incorporated 16,340 16,395 16,340 16,390 16,580 16,540 16,640 16,710 16,770 16,810 16,910 Brewster 2,370 2,365 2,355 2,370 2,380 2,395 2,395 2,400 2,405 2,405 2,420 Conconully 210 220 215 220 230 230 230 230 235 235 235 Coulee Dam part 911 910 915 915 915 910 915 915 915 915 915 Elmer City 238 240 235 235 240 285* 290 290 290 290 290 Nespelem 236 235 235 235 235 245 245 245 245 245 245 Okanogan 2,552 2,585 2,535 2,560 2,595 2,580 2,595 2,610 2,620 2,640 2,665 Omak 4,845 4,845 4,835 4,830 4,840 4,900 4,925 4,925 4,935 4,940 4,955 Oroville 1,686 1,690 1,715 1,715 1,700 1,695 1,710 1,705 1,705 1,700 1,700 Pateros 667 665 665 665 665 525 560 580 585 585 595 Riverside 280 280 280 280 290 285 285 285 285 285 290 Tonasket 1,032 1,025 1,020 1,020 1,110 1,110 1,110 1,110 1,110 1,110 1,115 Twisp 919 925 930 940 945 945 950 970 975 980 985 Winthrop 394 410 405 405 435 435 430 445 465 480 500 Pacific 20,920 20,900 20,970 21,000 21,100 21,210 21,180 21,250 21,420 21,640 21,840 Unincorporated 14,073 14,070 14,115 14,125 14,225 14,320 14,285 14,360 14,500 14,710 14,770 Incorporated 6,847 6,830 6,855 6,875 6,875 6,890 6,895 6,890 6,920 6,930 7,070 Ilwaco 936 935 940 940 945 945 945 945 965 965 965 Long Beach 1,392 1,390 1,400 1,410 1,410 1,420 1,430 1,440 1,445 1,455 1,550 Raymond 2,882 2,870 2,890 2,895 2,890 2,905 2,900 2,885 2,885 2,885 2,910 South Bend 1,637 1,635 1,625 1,630 1,630 1,620 1,620 1,620 1,625 1,625 1,645 Pend Oreille 13,001 13,000 13,100 13,150 13,210 13,240 13,290 13,370 13,540 13,740 13,850 Unincorporated 9,810 9,790 9,890 9,945 9,985 10,030 10,085 10,140 10,310 10,485 10,550 Incorporated 3,191 3,210 3,210 3,205 3,225 3,210 3,205 3,230 3,230 3,255 3,300 Cusick 207 210 210 205 205 200 200 205 205 205 220 lone 447 445 445 445 445 440 440 445 445 450 450 Metaline 173 175 175 175 185 175 180 170 170 170 170 Metaline Falls 238 240 240 240 240 235 235 240 240 240 245 Newport 2,126 2,140 2,140 2,140 2,150 2,160 2,150 2,170 2,170 2,190 2,215 Pierce 795,225 802,150 808,200 814,500 821,300 830,120 844,490 859,400 872,220 888,300 900,700 Unincorporated 366,738 372,110 375,955 378,495 381,970 386,050 392,260 400,480 409,020 420,000 426,200 Incorporated 428,487 430,040 432,245 436,005 439,330 444,070 452,230 458,920 463,200 468,300 474,500 Auburn part 7,419 7,655 7,850 8,915 9,280 9,595 9,720 9,900 9,965 9,980 9,980, Bonney Lake 17,374 17,500 17,730 18,010 18,520 19,490 20,000 20,500 20,940 21,060 21,390 Buckley 4,354 4,345 4,365 4,370 4,430 4,440 4,550 4,670 4,765 4,885 5,080 Carbonado 610 610 610 610 610 615 635 665 665 665 685 DuPont 8,199 8,430 8,640 8,855 9,175 9,250 9,330 9,385 9,385 9,425 9,525 Eatonville 2,758 2,775 2,785 2,815 2,840 2,880 2,925 2,950 2,955 2,970 3,010 Edgewood 9,387 9,405 9,425 9,460 9,525 9,615 9,735 10,420 10,990 11,390 12,070 Enumclaw part 0 0 0 0 0 0 0 0 0 0 0 Fife 9,173 9,220 9,235 9,290 9,405 9,545 9,910 10,100 10,100 10,140 10,200 Fircrest 6,497 6,500 6,525 6,540 6,555 6,575 6,625 6,640 6,710 6,770 6,790 Gig Harbor 7,126 7,200 7,340 7,670 7,985 8,555 9,065 9,560 10,320 10,770 11,240 Lakewood 58,163 58,190 58,260 58,310 58,360 58,400 58,800 59,280 59,350 59,670 60,030 Milton part 6,137 6,140 6,150 6,345 6,350 6,375 6,625 6,705 6,705 6,735 6,805 Orting 6,746 6,770 6,790 6,930 7,065 7,290 7,535 7,835 8,105 8,380 8,635 Pacific part 92 85 85 85 80 70 55 55 40 35 30 Puyallup 37,022 37,240 37,620 37,980 38,670 38,950 39,850 40,500 41,100 41,570 42,700 Roy 793 795 805 805 805 805 805 815 815 820 820 Ruston 749 750 755 795 830 905 935 975 990 1,005 1,040 South Prairie 434 435 435 435 435 435 435 435 435 480 500 Steilacoom 5,985 6,000 6,015 6,040 6,060 6,115 6,170 6,410 6,425 6,450 6,505 Page 83 of 192 * * CITY OF AUBURN WASHINGTON CITY OF AUBURN 2021 - 2025 WATER USE EFFICIENCY PROGRAM ,,,,, I. w4. .t. * • ., M 14 jjjjjjllllll i . :``"/"',..: P I • •l l Mi ,�. - _ ,.'r y Sir ~. • it-. ` } Z', • by Page 84 of 192 WATER USE EFFICIENCY As populations continue to climb, demand for limited water supplies is steadily increasing in the Pacific Northwest. Efficient water use is critical for water systems to support growth in their communities and support the environment and recreation. The efficient use of water helps ensure reliable water supplies are available for the City of Auburn (City) well into the future. It is important to the City to not only conserve water, which reduces use, but also promote efficient use, which both conserves water and reduces wasteful uses. The purpose of this document is to provide an analysis of the City's historic water conservation program and to evaluate the existing and proposed conservation and water use efficiency measures. This document is formatted into two sections. The first section analyzes the previous conservation programs by examining how it was formed, it's program and goals, and analyzes the savings. The second section presents the City's new 2021 Water Use Efficiency (WUE) Program, and includes the new requirements, measures, and demand savings anticipated from the program. 1 PRIOR CONSERVATION PROGRAMS 1.1 History The first formal water conservation program was developed by the City in 1995, one year after the Washington Department of Health (DOH)jointly published conservation guidelines, as described below. The City's program included several conservation activities such as school outreach, program promotion, leak detection, meter repair/replacement, and conservation pricing. The City enhanced the program in 2001, 2009, and in 2015. The 2015 program will provide the basis of the historical review in this chapter. The City's 2021 WUE Program follows DOH's 2017 Water Use Efficiency Guidebook, while building off previous plans. Therefore, it is worth noting that in preparing previous plans the City reviewed the 1990 South King County Coordinated Water System Plan (CWSP), and Washington Department of Ecology's 1994 Conservation Planning Requirements (CPR) - Guidelines and Requirements for Public Water Systems Regarding Water Use Reporting, Demand Forecasting Methodology, and Conservation Programs, and the Water Conservation Bibliography for Public Water Systems by the US Army Corps of Engineers. 1.2 Regulatory Requirements The Washington Water Utilities Council, DOH, and Department of Ecology jointly developed the CPR. Interim guidelines were first established in 1990, and subsequently finalized and approved in 1994. The DOH published the CPR in 1994, which was the basis of the City's 1995 and 2001 conservation programs. July 2021 — DRAFT 1 Page 85 of 192 In 2003, the Washington State Legislature passed Engrossed Second Substitute House Bill 1338, better known as the Municipal Water Law, to address the increasing demand on our state's water resources. The law established that all municipal water suppliers must use water more efficiently in exchange for water rights certainty and flexibility to help water municipal suppliers meet future demand. The Legislature directed the DOH to adopt an enforceable WUE Program, which became effective on January 22, 2007. The WUE Program replaced the CPR, and emphasizes the importance of measuring water usage and evaluating the effectiveness of the water supplier's WUE Program. 1.3 Previous Program Goals and Historical Water Usage The City's 2015-2020 WUE Program was a continuation of the 2009-2014 Program, with specific enhancements to the program to comply with WUE regulations and create an emphasis on efficient water usage rather than only conservation. The program goals were set per the WAC 246-290-830(4)(a)through a public process and posted to the City's website in October 2014. The goals for the 2015-2020 Program targeted a 1 percent reduction per year in Equivalent Residential Unit (ERU) values. The City also wanted to raise the visibility and performance of the Conservation Program by becoming a community leader in water conservation through example and public education. As part of that leadership, the City supported and participated in applicable regional plans in order to maintain a reliable and adequate supply of water for the region. In 2013, the planning ERU value was 195 gpd per ERU, based on the 75th percentile of the previous six years of data. The 2020 (current) planning ERU value is 179 gpd per ERU, which was also based on the 75th percentile of the previous seven years of data. This equates to a 1.1 percent annual decrease in the planning ERU value. The annual water use per Single Family account from 2014 through 2020 used to calculate the planning ERU value is shown in Table 1. Table 1 Historical Annual Water Use Per Account (gpd/account) Year Single Family/Duplex 2014 174 2015 179 2016 170 2017 176 2018 193 2019 169 2020 179 Average 177 75th percentile 179 ERUs per Account 1.0 July 2021 — DRAFT 2 Page 86 of 192 Seasonal water use can have a huge impact on the system's ability to deliver water during peak demands. The winter months generally show a steady monthly usage, while summer months typically show an increase, peak, and decrease in water usage. Historically, single- family residential customer class has produced a large peak in the summer months. This peaking is quantified in the MDD to ADD peaking factor presented in Table 2. The 75th percentile of the MDD to ADD peaking factor for the period between 2012 and 2020 is 1.85, which is slightly above the previous plan of 1.82. The City would like to decrease peak use and has included it as a new goal in the 2021-2025 WUE Program. Table 2 Historical Annual ADD, MDD, Peak Day and Peaking Factor Average Maximum Date of Max Day/ Annual Day Day Maximum Avg Day Production Demand Demand Day Peaking Year (MG/year) (mgd) (mgd) Demand Factor 2012 2,728 7.64 12.08 8/16/2012 1.58 2013 2,710 7.43 12.07 8/21/2013 1.62 2014 2,764 7.30 12.97 8/6/2014 1.78 2015 2,763 7.58 13.16 6/16/2015 1.74 2016 2,871 7.85 14.53 8/16/2016 1.85 2017 2,484 6.80 12.54 7/26/2017 1.84 2018 2,458 6.73 13.61 7/11/2018 2.02 2019 2,392 6.55 11.29 8/1/2019 1.72 2020 2,291 6.26 13.62 8/27/2020 2.18 Average 2,607 7.13 12.87 1.82 75th Percentile 2,763 7.58 13.61 1.85 1.4 Historical Distribution System Leakage Distribution system leakage (DSL) is a significant element of the WUE requirements. It is calculated as the difference between the total amount of water produced and the sum of water sold and authorized unmetered water usage. It may include inaccurate master and service connection meters, unaccounted-for non-revenue water use, pipeline leakage, and unauthorized use. DSL does not include authorized water usage such as water used for fire protection, flushing, construction, and other maintenance and operations practices. However, to be credited, this must be accounted for by metering or by estimating water use with credible means. All water that is not authorized is considered distribution system leakage. The DOH requires the 3-year average DSL to be under 10 percent to minimize water waste. The historical 3-year rolling average DSL ranged between 3.4 percent and 9.7 percent for the period from 2013 to 2020. July 2021 - DRAFT 3 Page 87 of 192 2 2021-2025 WATER USE EFFICIENCY PROGRAM The 2021-2025 WUE Program will be a continuation of the City's current WUE Program. Program measures have been expanded, reflecting the City's increased service population of over 50,000 people. The program has also been updated to leverage the City's investments in improved SCADA, leak detection, and Advanced Metering Infrastructure (AMI). The 2021 Plan complies with regulations as set forth in WAC 246-290-830 and DOH's 2017 Water Use Efficiency Guidebook. This section summarizes the program's goals, demand and supply side measures, reclaimed water, and DSL. The projected demand with the conservation goals, program budget, and cost savings are also presented. 2.1 Program Goals Per the WAC 246-290-830(4)(a), all water purveyors with 1,000 or more connections were required to set efficiency goals through a public process. The City has chosen to focus on implementing voluntary measures to decrease both the average and peak water usage. The 2021 program has established the following goals: • Water Use per ERU: Decrease the planning ERU value (gpd/ERU) 1 percent annually from the current planning ERU value of 179 gpd/ERU, which is the 75th percentile of 7 years of historical data (2014-2020). Revaluate goal when the planning ERU value reaches less than 172 gpd/ERU. • MDD/ADD Peaking Factor: Decrease the planning peaking factor from the current 1.85, which is equal to the 75th percentile of 7 years of historical data (2014-2020), to a planning peaking factor of less than 1.72. • Distribution System Leakage: Maintain 3-year average DSL under 10 percent to minimize water waste. • Customer Support: To provide the service and support necessary to those water customers expressing a desire to conserve water as a part of their environmental ethic and as a means of minimizing water bills. • Regional Support: To support and participate in the South King County CWSP and other applicable regional plans in order to maintain a reliable and adequate supply of water for the region. The WUE Program measures, as summarized below, are designed to help meet these established goals. 2.2 Program Requirements The WUE requirements emphasize the importance of measuring water usage and evaluating the effectiveness of the City's program. There are three fundamental requirements of a WUE Program that the City follows: July 2021 — DRAFT 4 Page 88 of 192 • Planning Requirements — Municipal water suppliers are required to: — Collect data. — Forecast demand. — Evaluate WUE measures. — Calculate DSL. — Implement a WUE Program to meet their goals. • Distribution Leakage Standard — Municipal water suppliers are required to meet a distribution system leakage standard to minimize water loss from their distribution system. • Goal setting and performance reporting — Municipal water suppliers are required to set WUE goals through a public process and report annually to their customers and DOH. 2.3 Mandatory Measures The WUE Program includes supply side measures that the City implements to understand and control leakage including new meters, leak detection surveys, and water audits. Per the WUE requirements, the following measures shall be continued for the 2021-2025 WUE program: • Install production (source) meters. • Install consumption (service) meters. • Perform meter calibration. • Implement a water loss control action plan to control leakage if the 3 year rolling average exceeds 10 percent. • Educate customers about water use efficiency practices. • Establish rates that encourage water demand efficiency. See Chapter 11 of 2015 Comprehensive Water Plan for discussion on water rates. • Evaluate reclamation opportunities. 2.4 Distribution System Leakage DSL is a significant element in the City's WUE Program. In the past, distribution leakage was referred to as "unaccounted-for-water". To limit DSL, the City has ongoing leak detection, meter calibration, and an active repair and replacement program for water system infrastructure. Additionally, the City has recently increased its efforts to reduce non- payment of bills and water theft. Further, the City has updated its SCADA and implemented AMI during the 2015-2020 period. These investments significantly increase the City's ability to measure DSL both July 2021 — DRAFT 5 Page 89 of 192 temporally and geographically. The resulting information allows the City to better target its WUE activities to reduce DSL. 2.4.1 Increasing Effectiveness of the WUE Program with AMI The City implemented AMI throughout the system during the 2015-2020 program period. AMI provides a new tool to improve the effectiveness of the WUE Program measures. AMI provides detailed water use data for each customer that allows the City to better understand water use patterns and target WUE Program measures to specific customers. Data is sent 6 times each day and is stored in 15-minute intervals indefinitely. Below is a summary of how the City uses AMI. • Run continuous consumption reports daily to identify customer leaks. • Detect service leaks sooner resulting in reduced costs for Service Replacement program and Leak Detection program. • Use meter tamper and other daily alarms to reduce water theft. • Compare production and customer water use to calculate DSL on a monthly basis. • Implement a customer portal to provide additional reporting options to educate customers, such as their peak water use. 2.5 2015-2020 Demand-Side Program Measures The City has incorporated program measures that target reductions in customer usage, saving the customers money without reducing the quality of service. Under the WUE requirements, a program measure may include water efficient devices, actions, business practices, or policies that promote efficient water use. With 15 measures as part of the 2021 Program, the City exceeds the minimum DOH requirement of 12 measures. WUE measures can target specific customer classes or a combination of customer classes. The City's demand-side program measures are summarized below. 1. School Outreach: School programs will continue to be arranged to educate students on efficient water usage. The City has partnered with Nature Vision to provide classroom education for grades K through 12. This program provides hands-on activities to teach water conservation, water supply, groundwater and surface water protection, and the water cycle. The City will conduct alternative or additional outreach if requested by schools. 2. Speakers' Bureau: The City will seek speaking opportunities to discuss water use efficiency with a wide-audience spectrum. Topics could include water efficient fixtures and appliances, curbing seasonal peak demands, lawn watering practices, etc. 3. Program Promotion: The City will seek opportunities for public service announcements for water use efficiency, and submit news articles to local papers July 2021 — DRAFT 6 Page 90 of 192 and Auburn City Magazine on efficient water usage especially during the spring and summer months. Additional information is published on the City's website 4. Theme Shows/Fairs: The City hosts an annual Kids Day fair. The fair includes a wide range of activities for all ages of kids. As part of the fair, the City has fun water related activities and provides water efficiency brochures and other materials. The City will conduct outreach at other Theme Shows/Fairs if requested. 5. Water Audits: The City will conduct a water audit upon the request of a customer, including industrial, commercial, and institutional customers. The audits will review items such as: recirculation of cooling water, reuse of cooling and process water, reuse of treated wastewater, efficient landscape irrigation, low water using fixtures, fixing leaks, and process modifications. 6. Customer Leak Detection: The City identifies potential leaks through investigation of the water meter upon request of customers. The City's AMI system identifies smaller leaks and allows the City to notify customers of a potential leak within a couple days of the leak starting. 7. Bills Showing Consumption History: The City will continue to provide customer bills showing the previous year's water usage. The City is evaluating AMI customer portal options that will educate customers on their water use, alert them to leaks in real time, and identify opportunities to reduce their peak water use to help the City meet its goal of reducing the MDD:ADD ratio. 8. Water Saving Device Kits: The City will participate in distribution of water use efficiency kits through education events such as speakers' bureaus, theme shows, fairs, and through bill insert request forms. 9. WUE Pricing: The City has an inverted block rate structure for single-family residential customers to encourage WUE. The City will consider WUE in future cost of service/rate studies. Studies will determine the most appropriate water structures and rate levels to achieve the City's WUE goals, while generating sufficient revenues for utility operations. The studies consider uniform rates by class, inverted block rates, seasonal rates, and excess use rates. 10. Water Efficient Toilet Rebate Program: The City will continue to provide rebates to customers that replace old toilets with new high-efficiency toilets through their EPA WaterSense Toilet Rebate program. 11. Low-Flow Shower Heads Giveaways: The City gives away free low-flow shower heads at the Utility Billing Counter. 12. School Outdoor Water Use Reduction: The City will target schools in an effort to reduce their outdoor water consumption. Water audits and education on benefits of replacing inefficient irrigation systems or landscaping (including turf) will be conducted. 13. City Water Use Reduction: The City will audit the water use of City accounts in an effort to identify both indoor and outdoor water saving opportunities. The Water Utility staff will help educate City account holders on WUE; however, no water budget has been allocated to implement water saving devices at City facilities. July 2021 — DRAFT 7 Page 91 of 192 14. Landscape Workshops: The City will seek opportunities to educate homeowners on water saving landscaping. 15. Rainwater Harvestina: The City will evaluate implementation of a rainwater harvesting (rainwater reclamation) promotion program as a means to reduce irrigation water usage by commercial, public and residential customers. The City Stormwater Utility's requirement to use Low Impact Development (LID) measures, where feasible, strives to keep rainwater on the property, further reducing irrigation demands. WUE measures can result in savings in energy and cost, both for the City and its customers, as described below: • Reduced water use can result in significant customer energy savings because water heaters are the second largest energy users in the home. Hot water use can be reduced almost one-third by cost-effective WUE measures, such as water efficient fixtures and appliances. Significant energy savings can also occur for industrial processes requiring water heating and other power uses. • Efficient landscaping and irrigation techniques save on maintenance costs. • Reductions in water production decrease the energy costs incurred to treat and distribute water and to collect and treat wastewater. Chemical costs are also reduced in water and wastewater operations. • Actions that result in water production cost savings include: — Identification of non-revenue water could result in recovery of unbilled revenue from inaccurate meters and reduced unauthorized water usage (theft). — Leak detection helps prevent major main breaks, which could result in significant repair costs as well as lost water for sale. — Leak detection reduces the City's liability by preventing potential property damage. — Repair and/or replacement of service and source meters allows the City to recover unbilled water revenues. 2.6 Reclaimed Water According to WAC 246-290-100 and the WUE requirements, water systems with over 1,000 connections must collect and evaluate information on reclaimed water opportunities. The City is committed to wastewater reuse and rainwater reclamation. The City monitors opportunities for use of King County's reclaimed water through the City's involvement in the Metropolitan Water Pollution Abatement and Advisory Committee (MWPAAC) and Regional Water Quality Committee. Additionally, the City has completed the King County Water Reclamation Evaluation Checklist (see Appendix J in the 2015 Comprehensive Water Plan). Currently, there are no reclaimed water users in the City. The City considers the most likely users of reclaimed water to be the irrigation customer class. Total irrigation use July 2021 — DRAFT 8 Page 92 of 192 just from dedicated irrigation meters for 2020 was 0.40 million gallons per day. Irrigation from residential customers was significantly more. The City has also identified that it may be possible for three large users to use reclaimed water (Boeing, Emerald Downs, and Supermall/Walmart); however, these users have not confirmed an interest in using reclaimed water and there is not currently a reclaimed water source in the area. The City will implement reclaimed water as a conservation measure and include this savings in the demand projections when specific opportunities arise. The City, in conjunction with King County, may develop projects or consider participation in water reuse projects and programs developed by adjacent jurisdictions and others as appropriate. The efforts may include demonstration or pilot projects developed in accordance with applicable federal, state, and local laws and regulations. 2.7 Budget The City has established a budget for outside expenditures for applicable program measures from 2021-2025, shown in Table 3. Program Measure budgets coincide with the biannual budget. Budgets increase by three to four percent on average over the period. Table 3 2021-2025 Budget for Each Program Measure Measure 2021 2022 2023 2024 2025 1.SchoolOutreach $20,000 $20,000 $22,000 $22,000 $24,000 2.Speakers' Bureau* $1,500 $1,500 $1,550 $1,550 $1,600 3.Program Promotion* $2,000 $2,000 $2,200 $2,200 $2,400 4.Theme Shows/Fairs, 14.Landscape $6,350 $6,350 $6,400 $6,400 $6,450 Workshops 5.Water Audits, 6.Customer Leak Detection, $15,000 $15,000 $16,000 $16,000 $17,000 12.School Outdoor Water Use Reduction, 13.City Water Use Reduction, and 15.Rainwater Harvesting* 7.Bills Showing Consumption History* $2,000 $2,000 $2,200 $2,200 $2,400 8.Water Saving Device Kits $6,000 $6,000 $6,500 $6,500 $7,000 9.Conservation Pricing* $9,000 $9,000 $9,200 $9,200 $9,400 10.Toilet Rebates and 11.Low-flow Shower $5,000 $5,000 $5,500 $5,500 $6,000 Heads Totals $66,850 $66,850 $71,550 $71,550 $78,250 *City labor costs only July 2021 - DRAFT 9 Page 93 of 192 Table 4 shows the City's budget for required WUE measures through the planning period. Table 4 2021-2025 Budget for System Required WUE Measures Measure 2021 2022 2023 2024 2025 Leak Detection & Repair $8,000 $8,000 $8,500 $8,500 $9,000 Large Meter $20,000 $20,000 $22,500 $22,500 $25,000 Test/Repair/Replace Service Line and Meter $150,000 $150,000 $175,000 $175,000 $200,000 Replacement* Totals $178,000 $178,000 $206,000 $206,000 $234,000 *primarily City labor costs 2.8 Public Participation The City publishes its Water Use Efficiency Annual Performance Report on the Water Utility webpage and summarizes it in the Annual Water Quality Report. The report, which is also submitted to DOH, provides the City's DSL, date of most recent public forum, WUE goals, description of progress in reaching goals, and additional information on WUE efforts. The City website provides the last three years of Efficiency Reports allowing customers to compare performance between several years. The City's website also prominently displays its Conservation Promotions, including frequently asked questions and rebate forms, that are also available at the Utility Billing counter. The City has conducted a public process to establish its 2021-2025 WUE Program Effectiveness goals, which are outlined in the next section. A public meeting will be held on August 2, 2021 at 7:00 PM. Public comments were incorporated into the WUE goals, and are in the Appendix. 2.9 2015-2020 WUE Program Effectiveness The City's water use, both on average and peak demand days, has declined. An aggressive WUE Program is likely a major reason for this decline; however, it is difficult to estimate the actual water savings directly resulting from the City's WUE Program because the measures are not directly quantifiable. Measures such as rebates for high-efficiency toilets and low- flow showerheads, do have a direct water savings per device, but the water savings from installation of water saving devices without requests for rebates is impossible to measure. The impacts on customer water use as a result of public education, which is the main focus of the City's WUE Program, is challenging to measure, as the response of each participant varies greatly. 2.9.1 Future Methods for Measuring Program Effectiveness The existing program effectiveness was evaluated using system-wide historical water use data. Future program effectiveness may measure the effectiveness of the City's WUE July 2021 — DRAFT 10 Page 94 of 192 Program based on targeted public education programs to customers in a particular area. This area could be limited to a particular pressure zone, group of neighborhoods, etc., but should be an area for which the City can track water use before and after participation in WUE activities or events. Winter months would provide an estimate on indoor water use, since outdoor water uses, such as irrigation, are kept to a minimum during the winter. Summer months could provide an estimate on total indoor and outdoor water use. The first step would be to establish a baseline from historical information. The second step would be to evaluate the resulting water use after promoting WUE through targeted activities and events to customers in the defined area. AMI wouldprovide additional capabilities to more easily perform these studies. The water use would be tracked for an additional year to identify seasonal trends. Some consideration would need to be given to variations in weather and economic conditions. Another method would be to perform the same before/after water use analysis for WUE Program participants who volunteer and provide their address. The resulting information would be valuable for the City to correlate its WUE Program efforts with direct water savings for its customers. 2.9.2 Cost Savings The WUE Program primarily provides cost savings in two ways. Reducing demand may reduce or delay capital projects for additional supply and expanded distribution infrastructure. Additionally, reducing DSL can provide additional revenue, as well as increase the efficiency of supplying existing water uses. The City has completed a cost analysis of their proposed WUE Program using historical data and projected annual water savings. The City has exceeded its WUE Program goal of five percent water use reduction from 2014 through 2020; the actual reduction was nine percent. However, significant portions of the water use savings may be attributed to the factors other than the WUE Program, such as the economy. To avoid over-estimating cost savings, it was assumed that the WUE Program only achieved its goal of five percent, rather than the 9 percent reduction; this corresponds to savings of 0.4 mgd of ADD from 2014 to 2020. The City will budget approximately $244,850.00 for the WUE Program in 2021. This budget includes both the WUE Program measures ($66,850.00), and the required measures, ($178,000.00). This annual expenditure is budgeted and expended through the City's operation and maintenance budget. Based on the projected 2021 budget and the estimated annual water savings of 0.06 mgd, projected unit cost of water from the City's program for 2021 is estimated to be $0.0112 per gallon on average. It is important to consider the majority of the WUE budget is for service line and meter replacements, which is a key Utility business practice to maintain accurate billing and payment. Without these costs, the estimated cost for each gallon of water saved by the WUE Program is only $0.0031 per gallon on average. Additionally, WUE plays an important role in reducing the need for new supplies and delaying costly distribution system upgrades. July 2021 — DRAFT 11 Page 95 of 192 2.10 Projected Water Demand The WUE Program is only applicable to retail customers. Wholesale customer demand is not included in projections. The projected water demand for the Retail Water Service Area with and without WUE for the ADD and the MDD are presented in Table 5. Demands are presented for the 15-year planning period, as well as the Ultimate demand. The planning ERU value of 172 gpd/ERU is expected to be achieved in 2025 based on an annual one percent decrease. No further reductions in demand are projected beyond 2025. Figure 1 is a graphical representation of the data in Table 5. Table 5 Retail ADD & MDD with and without WUE Demand 2020 2021 2022 2023 2024 2025 2035 Ultimate ADD w/o 6.35 6.67 7.00 7.35 7.72 7.84 9.15 11.65 WUE ADD w/WUE 6.26 6.53 6.79 7.06 7.33 7.37 8.07 10.26 Savings 0.09 0.13 0.21 0.29 0.38 0.47 1.08 1.39 % Savings 1% 2% 3% 4% 5% 6% 12% 12% MDD w/o 13.62 13.96 14.31 14.67 15.03 15.32 16.66 21.20 WUE MDD w/WUE 12.80 12.98 13.16 13.35 13.53 13.63 13.88 17.67 Savings 0.82 0.98 1.14 1.32 1.50 1.69 2.78 3.53 Savings 6% 7% 8% 9% 10% 11% 17% 17% July 2021 - DRAFT 12 Page 96 of 192 Figure i Demand Reductions from Water Use Efficiency Program 18.00 16.00 14.00 12.00 E 10.00 C 8.00 6.00 4.00 2.00 0.00 2020 2021 2022 2023 2024 2025 2035 Year ADDw/oWUE ADD w/WUE MDDw/oWUE MDDw/WUE As shown in the table, WUE measures are projected to result in an average day reduction in retail demand of 1.08 mgd by 2035, representing a reduction of approximately 12 percent. A reduction of 0.47 mgd (6percent) is projected by 2025. As shown in the table, WUE measures are projected to result in a reduction in retail MDD of 1.69 mgd (11 percent) by 2025, and approximately 2.78 mgd (17 percent) by the year 2035. 2.11 Summary of Water Use Efficiency Program The City's WUE Program provides for efficient water use and supports continued growth. This program fulfills all the necessary requirements of DOH. The selected program measures will allow the City to meet its WUE goals, resulting in decreased water demand. Measures are interrelated and will help the City achieve its goals to both reduce average water use and peak water use per customer. Public education measures (showing water use in bills, workshops, school outreach, fairs/trade shows, etc.) will continue to be a main focus of the WUE Program to increase customer awareness and knowledge of WUE opportunities. Public education is needed to support the City's other WUE measures and to support reductions in both average and peak water use. Continued appliance rebates and July 2021 — DRAFT 13 Page 97 of 192 shower head give-away help customers implement what is learned in the public education campaign. With the implementation of AMI, it is expected that the City and customers will be able to identify substantially more water loss reduction opportunities than previously possible. Therefore, customer and City leak detection and water audits may have a prominent role in the 2021-2025 WUE Program. The increased water loss reduction activities are expected to support reducing average water use. The program will also continue to provide financial disincentives for excessive water use through metering and WUE pricing. This aspect of the program is likely to help reduce peak water usage further. These measures will result in the City being able to achieve its WUE goals, which results in reduced demand. In conclusion, the City will maintain the target water use efficiency goal of one percent reduction per year in the planning ERU value from 179 gpd per ERU to 172 gpd per ERU by 2025. Additionally, it is the City's goal to reduce the MDD/ADD peaking factor from 1.85 to 1.72. The goals will be reached through implementation of the proposed program measures. July 2021 — DRAFT 14 Page 98 of 192 Page 99 of 192 ;01 CITY OF AUBURN , * WASHINGTON ENGINEERING DESIGN STANDARDS January 6, 2021 City of Auburn Community Development & Public Works Departments 25 West Main Street Auburn, WA 98001-4998 Approved BY: 01/12/2021 Jacob Sweeting, P.E. �� Date Assistant Director of Engineering Services/City Engineer Issued January 2021 City of Auburn Engineering Design Standards Page 1 Page 100 of 192 TABLE OF CONTENTS 1 General Information 11 1.00 Preface 11 1.01 Definitions 11 1.02 Contact Information 18 1.03 City Reference Material 18 1.03.01 City of Auburn Surface Water Management Manual (SWMM) 18 1.03.02 City of Auburn Engineering Construction Standards Manual 18 1.03.03 Planning Documents 19 1.03.04 Informational Handouts 19 1.03.05 Additional Technical Information 19 1.03.06 Other Reference Material 19 1.04 Deviation from Standards 20 1.04.01 General Deviations 20 1.04.02 Surface Water Management Manual (SWMM) Deviations 21 1.05 Appeal of City Engineer's Decision 21 1.06 Changes to Standards 21 1.07 Downtown Sidewalk Design Guidelines 22 1.07.01 Applicability 22 1.07.02 Downtown Sidewalks 23 1.07.03 Street Corners 24 1.07.04 Street Trees in Grates 25 1.07.05 Pedestrian Crosswalks 25 1.07.06 Lighting and Traffic Signals 26 2 Plan Approval Process 27 2.00 Preface 27 2.01 Types of Plans 27 2.01.01 Grading Plans 27 2.01.02 Building Site Plans 27 2.01.03 Public Facility Extension (FAC) Plans 27 2.01.04 Other Plans 27 Issued January 2021 City of Auburn Engineering Design Standards Page 2 Page 101 of 192 2.02 Review and Approval Process 28 2.02.01 Submittals 28 2.02.02 City Review 29 2.02.03 Plan Approval 29 2.02.04 Project Close Out 30 3 Plan Preparation Requirements 32 3.00 Preface 32 3.01 General Requirements 32 3.02 Plan Format 32 3.03 General Plan Requirements 34 3.03.01 Standard Plan Format 34 3.03.02 Drafting Standards 34 3.04 Plan Sheet Elements 35 3.04.01 Cover Sheet 35 3.04.02 Temporary Erosion and Sediment Control (TESC) Plan Sheet 36 3.04.03 Grading and Private Storm Drainage Plan Sheet 37 3.04.04 Cross-Section Sheet 38 3.04.05 Detail Sheet 38 3.04.06 Public Storm Drainage Plan Sheet 39 3.04.07 Utility Plan Sheets 40 3.04.08 Utility Profile Sheet 42 3.04.09 Public Street Plan and Profile Sheet 43 3.04.10 Site and Landscape Plan Sheet 49 3.04.11 Site Irrigation Plan sheet 50 3.04.12 Critical Area Restoration/Mitigation 50 3.04.13 Phasing Plans 50 Appendix A—Approval Blocks 52 Appendix B—Standard Notes 53 Appendix C—Deviations 58 Appendix D—Survey Standards 59 Appendix E—Minor Grading Permit Criteria 61 Appendix F—AutoCAD Layers Standards 62 Issued January 2021 City of Auburn Engineering Design Standards Page 3 Page 102 of 192 4 Report Preparation Requirements 64 4.00 Preface 64 4.01 General Requirements 64 4.02 Report Types and Requirements 64 4.02.01 Geotechnical Reports 64 4.02.02 Stormwater Site Plan Report 65 4.02.03 Critical Area Report 65 4.02.04 Traffic Impact Analysis 66 4.02.05 Construction Stormwater Pollution Prevention Plan (SWPPP) 66 4.02.06 Other Reports 66 5 TESC, Clearing and Grading 67 5.00 Preface 67 5.01 TESC Design Criteria 67 5.01.01 Temporary Erosion and Sediment Control (TESC) 67 5.01.02 Temporary Sedimentation Systems 67 5.01.03 Construction SWPPP 67 5.02 Land Clearing 67 5.03 Grading 67 5.03.01 Purpose 67 5.03.02 Excavations 68 5.03.03 Fills 68 5.04 Retaining Walls 69 5.04.01 Underdrains 69 5.04.02 Rock Walls 70 5.04.03 Block Retaining Walls 70 5.04.04 Reinforced Concrete Walls 70 5.04.05 Mechanically Stabilized Earth Walls (MSE Walls) 70 5.05 Construction Sequence 71 5.05.01 Requirements 71 6 Storm Drainage Facilities 72 6.00 Preface 72 6.01 SWMM Requirements 72 Issued January 2021 City of Auburn Engineering Design Standards Page 4 Page 103 of 192 6.02 Additional Requirements 74 6.02.01 Storm Drainage Pipes and Structures 74 7 Water Facilities 75 7.00 Preface 75 7.01 Water Mains 75 7.01.01 Water Main Sizing 75 7.01.02 Water Main Location 76 7.01.03 Water Main Fittings 76 7.02 Water Services 77 7.02.01 Domestic Services 77 7.02.02 Other Services 78 7.03 Water Valves 79 7.03.01 Water Valve Sizing 79 7.03.02 Water Valve Location 79 7.04 Cross Connection Control 79 7.04.01 Domestic Services 80 7.04.02 Irrigation Services 80 7.04.03 Fire Line Connections 80 7.04.04 General 80 7.05 Pressure Reducing Stations 81 7.06 Fire Systems 81 7.06.01 Fire Hydrant Assemblies 81 7.06.02 Fire Sprinkler Systems 82 7.06.03 Fire Flows 83 7.06.04 Fire Authority and Hydrant Access 84 7.07 Public Water Utility Easements 84 8 Sanitary Sewer Facilities 85 8.00 Preface 85 8.01 Sanitary Sewer Mains 85 8.01.01 Sanitary Sewer Main Sizing/Slope 85 8.01.02 Sanitary Sewer Main Location 86 8.01.03 Material Requirements for Sanitary Sewer Systems 87 Issued January 2021 City of Auburn Engineering Design Standards Page 5 Page 104 of 192 8.02 Sanitary Sewer Manholes 88 8.02.01 Sanitary Sewer Manhole Type and Size 88 8.02.02 Sanitary Sewer Manhole Locations 89 8.02.03 Sanitary Sewer Manhole Parameters 90 8.03 Side Sewers 90 8.04 Oil/Water Separators 92 8.05 Pressurized Sewer Systems 93 8.06 Sanitary Sewer Meters 93 8.07 Public Sanitary Sewer Utility Easements 94 9 Facilities in the Right of Way 95 9.0 Preface 95 9.01 Franchise/Public Way Agreement Requirement 95 9.02 Construction Permit Requirement 95 9.03 Underground Facilities 95 9.03.01 Design Criteria 95 9.03.02 Perpendicular Asphalt Trenching and Restoration Requirements 96 9.03.03 Longitudinal Trenching in Asphalt Pavement 97 9.03.04 Trenching in Cement Concrete Pavement 98 9.03.05 Trenching in Other Right-of-Way Surfaces 98 9.04 Aboveground Facilities 98 9.05 Building and Structure Related Facilities 99 9.06 Small Wireless Facilities 99 9.06.01 General Requirements 99 9.06.02 Attachments to City Facilities 100 9.06.03 General Pole Requirements 100 9.06.04 Wiring and Conduit 101 9.06.05 Concealment 101 9.06.06 Pole Mounted Antennas and Equipment 101 9.06.07 Non-Pole Mounted Equipment 102 9.06.08 Strand Mounted Small Wireless Facilities 102 10 Streets 103 10.00 Required Public Street Improvements 103 Issued January 2021 City of Auburn Engineering Design Standards Page 6 Page 105 of 192 10.00.01 Half-Street Improvements 103 10.00.02 Additional Improvements 104 10.01 Street Classification and Street Layout 104 10.01.01 Arterials 105 10.01.02 Collectors 108 10.01.03 Local Streets 110 10.01.04 Alleys 115 10.01.05 Private Access Roads on Access Tracts or Easements (Shared Driveways) 116 10.01.06 Private Street 117 10.01.07 Cul-de-sacs 118 10.02 Street Geometry 118 10.02.01 Horizontal Curves 118 10.02.02 Reverse Curves 119 10.02.03 Superelevations 119 10.02.04 Vertical Grades 119 10.02.05 Vertical Curves 119 10.02.06 Cross Slopes 119 10.02.07 Posted and Design Speed 120 10.02.08 Right of Way 120 10.02.09 Sight Distance 120 10.03 Roadway Width (Travel Way) 121 10.03.01 Inside Through Lanes and Curb Lanes 121 10.03.02 Center Turn Lanes 121 10.03.03 Other Lanes 121 10.03.04 Road Edge 122 10.03.05 On-Street Parking 122 10.04 Roadway Intersections 123 10.04.01 Intersection Spacing 123 10.04.02 Horizontal Approach Angle 124 10.04.03 Intersection Approach Offsets 124 10.04.04 Curb and Right-of-Way Radius 124 10.04.05 Landing Approach 124 Issued January 2021 City of Auburn Engineering Design Standards Page 7 Page 106 of 192 10.05 Driveways 125 10.05.01 Driveway Classifications 125 10.05.02 Driveway Locations 126 10.05.03 Driveway Lay Out 128 10.05.04 Driveway Alignment (Horizontal and Vertical) 129 10.05.05 Driveway Widths 129 10.05.06 Restricted Access Driveways 129 10.06 Sidewalks 129 10.06.01 Sidewalk Widths 130 10.06.02 Meandering Sidewalks 130 10.06.03 Accessibility 130 10.06.04 Curb Ramps 130 10.07 Bikeways 131 10.07.01 Class I Bikeway 131 10.07.02 Class II Bikeway 131 10.07.03 Class III Bikeway 132 10.07.04 Class IV Bikeway 132 10.07.05 Bikeways at Railroad Crossings 132 10.07.06 Bikeways at Roundabouts 132 10.07.07 Bikeways at Signalized Intersections 132 10.07.08 Bikeways at Un-signalized Intersections 133 10.07.09 Bikeway Pavement Markings, Signing, and Striping 133 10.08 Pavement Design 133 10.08.01 Simplified Pavement Design 133 10.08.02 AASHTO Pavement Design 135 10.08.03 Pavement Design Report 136 10.08.04 Permeable Pavements for Roads, Access Tracts, and Shared Driveways 136 10.08.05 Pavement Surface Restoration and Preservation 137 10.09 Street Landscaping 137 10.09.01 Landscape Strips 137 10.09.02 Street Trees 138 10.09.03 Ground Cover Planting 142 Issued January 2021 City of Auburn Engineering Design Standards Page 8 Page 107 of 192 10.09.04 Planting Methods and Maintenance 143 10.09.05 Establishment Period 143 10.09.06 Irrigation Systems 143 10.10 Mailboxes 144 10.10.01 Mailbox Locations 144 10.10.02 Mailbox Installation 144 10.11 Illumination 144 10.11.01 General 144 10.11.02 Design 144 10.11.03 Lighting Design Schedule 145 10.11.04 Luminaries 145 10.11.05 Light Standards 146 10.11.06 Light Standards Foundations 146 10.11.07 Service Cabinet, Foundation, Conduit 146 10.11.08 Junction Boxes 146 10.12 Survey Monuments 147 10.13 Guardrail 147 10.14 Bollards 147 10.15 Bus Transit Facilities 147 10.15.01 Bus Stops Locations 148 10.15.02 Bus Stops Features 148 10.15.03 Bus Pullout Lanes 148 10.16 Traffic Control Devices 149 10.16.01 Median Islands 149 10.16.02 Mountable Curbs 150 10.16.03 "Pork Chop" Islands 150 10.16.04 Signage 150 10.16.05 Crosswalks 150 10.16.06 Left and Right Turn Lane Channelization 152 10.16.07 Lane Division 152 10.16.08 Painted Islands 152 10.16.09 Two-way Left-turn Lanes 152 Issued January 2021 City of Auburn Engineering Design Standards Page 9 Page 108 of 192 10.16.10 Other Pavement Markings 153 10.16.11 Construction Area Temporary Traffic Control 153 10.16.12 Roadway Barricades 153 10.16.13 Traffic Signals 153 10.17 Traffic Impact Analysis 154 10.17.01 When Traffic Impact Analyses are Required 154 10.17.02 Elements of a Traffic Impact Analysis 154 10.17.03 Special Uses 155 10.17.04 Mitigation Identification 155 10.17.05 Recommendations 155 10.17.06 Area Circulation Plan 156 10.18 Clear Zone—Lateral Separation 156 11 City Telecommunication Utility 159 11.00 Preface 159 11.01 Design Criteria 159 11.01.01 Conduits 159 11.01.02 Splice Vaults and Pull Boxes 159 Issued January 2021 City of Auburn Engineering Design Standards Page 10 Page 109 of 192 7 Water Facilities 7.00 Preface The design and construction of Public Water Facilities shall conform to the State of Washington Department of Health (DOH) Design Standards for Group A Public Water Systems, the Standard Specifications of the American Water Works Association (AWWA), and the most recent published and adopted edition of the Uniform Plumbing Code (UPC), unless modified herein. Compliance with these standards does not alleviate the design engineer from using sound professional engineering practices. The design criteria contained herein are the minimum acceptable under standard conditions. Special conditions may require more stringent requirements that will be addressed during the plan review process. Contact the City of Auburn Engineering Services for specific requirements for the design of pump stations, wells, reservoirs, treatment systems, and other special facilities. The design criteria used to estimate future line capacities are established in the City's Comprehensive Water Plan. Anyone proposing to extend or modify the City's water system should contact the Public Works Department for information. Applicants needing to construct public water improvements shall enter into a Developer Public Facility Extension Agreement (FAC) with the City. The City's Permit Center can provide information on this agreement as well as applicable permit and connection fee estimates. 7.01 Water Mains Unless otherwise approved by the City Engineer, all water mains shall be constructed using Special Class 52 Cement Lined Ductile Iron Pipe having standard asphaltic coating on the exterior and cement—mortar lining on the interior. The list of acceptable valves, fittings, and other appurtenances for water facility construction is subject to change as new and improved components become available. Refer to the City of Auburn's Construction Standards manual (latest edition)for the most current information on these requirements. The design of water mains shall meet the requirements in the following subsections: 7.01.01 Water Main Sizing Public water mains shall be sized using the following criteria: A. New water mains shall be sized, as indicated in the City's current Comprehensive Water Plan. For lines not specified in the plan, the mains shall be sized as described in this subsection. B. Water mains in single-family residential areas shall be a minimum of 8 inches in diameter. C. Water mains in multi-family residential and non-residential areas shall be a minimum of 12 inches in diameter. Onsite water main loops, with no possibility of future extension as determined by the City Engineer, serving two or less fire hydrants with no fire line connection may be reduced to a minimum diameter of 8 inches. D. Water mains shall be looped to provide a minimum of two separate connection points to the existing water system, with sufficient valves so that water can be Issued January 2021 City of Auburn Engineering Design Standards Page 75 Page 110 of 192 delivered through either connection point independent of the other, except where determined to be not feasible by the City Engineer. Such looping will provide more reliable service and water movement through the distribution system. E. Water mains shall be sized under fire flow conditions, so that flow velocity shall not exceed 8 feet per second in distribution mains or 5 feet per second in transmission mains. F. Exceptions to the minimum diameter allowed may be made in small cul-de-sacs and in areas where looping of a main is determined to be not feasible. In these cases, the main may be a minimum of 4 inches in diameter after the last fire hydrant connection. If a conflict arises between two or more of these criteria, the water main shall be designed using the largest pipe diameter required. 7.01.02 Water Main Location A. Water mains shall be installed with no less than 42 inches and no more than 72 inches of finished cover. B. Water mains shall be located in the public right-of-way or within a public water utility easement. Water mains located in the public right-of-way shall meet the requirements of Section 9.03. C. Water mains shall be located a minimum horizontal distance of 10 feet from buildings and sanitary sewer mains and a minimum horizontal distance of 5 feet from all other utilities. The minimum separation distance is measured from the outside wall of each pipe. D. At crossings between utilities, water mains shall be located a minimum vertical distance of 18 inches above sanitary sewer mains and a minimum vertical distance of 12 inches from all other underground utilities, and shall be in conformance with the applicable sections of the State of Washington Department of Ecology's "Criteria for Sewage Works Design" manual (DOE Manual) unless modified herein. E. Water mains shall be extended through the full width of the property to be served. Where deemed appropriate by the City Engineer, provisions shall be made for looping all existing and new dead-end mains associated with the project. If, at the time of project approval this is not feasible, an easement shall be provided and the main extended to the adjacent property line or right-of-way for future looping of the dead-end main. F. When the potential exists to serve adjacent properties, water mains shall extend through the property being served, through the shared driveway or access tract serving the property(s), or across the entire length of the lot frontage as necessary to serve the adjacent properties, as determined by the City. 7.01.03 Water Main Fittings A. Blowoffs (See City of Auburn Standard Detail W-03 or W-04) are required on dead-end water mains with a diameter of 6 inches or less; hydrants are required for dead-end mains over 6 inches in diameter. Blowoffs shall also be installed at the low point of a depressed "sag" section of a water main, except where a fire hydrant is installed within 50 feet of said area or on a short segment(20 feet Issued January 2021 City of Auburn Engineering Design Standards Page 76 Page 111 of 192 or less)where the water main dips under other utilities. Blowoffs shall be placed in a level clear area within the right-of-way or easement, be located as close to the main as possible, and be easily accessible to the City. B. Combination air/vacuum release valves (See City of Auburn Standard Detail W-02)are required at high points in water mains when an abrupt vertical change in pipe elevation exceeds one pipe diameter, except where fire hydrants are installed within 50 feet of said area. Combination air release valves shall be placed within a level clear area within the right-of-way or easement and be easily accessible to the City. C. All bends shall have mechanical or flanged joints and concrete thrust blocking (See City of Auburn Standard Detail W-01). The City may require restrained joints in lieu of thrust blocking in special conditions. D. Tees shall have flanged joints unless there is no valve against the Tee, in which case the Tee may be flanged or mechanical. Tees shall include concrete thrust blocking (See City of Auburn Standard Detail W-01). When connecting to an existing public water main, a tapping tee and valve may be used, if only a single valve is needed at the tee, or unless otherwise approved or required by the City. E. Tapping tees are not allowed on commercial fire lines or other water taps needing uninterruptible service; a cut-in tee or installed tee is required. F. Size-on-size taps are not allowed unless authorized in writing by the City Engineer or designee. G. The maximum allowable deflection per joint for ductile iron water mains shall be half of the maximum joint deflection specified by the pipe manufacturer or 4 degrees, whichever is less. 7.02 Water Services See City of Auburn Standard Details W-06, W-13 through W-16a, and W-20. The City owns and shall maintain the water service line from the main to the meter, the meter and setter, the meter radio, the meter tailpiece, and the meter box. The property owner owns and shall maintain the tailpiece connection fitting, shut-off valve, service line after the shut-off valve, and other facilities such as pressure reducing valves, pumps, or backflow prevention assemblies behind the meter. For fire sprinkler connections, City ownership and maintenance responsibilities include and cease at the valve installed at the point of connection between the main and the fire service line. 7.02.01 Domestic Services Domestic Water Services are defined as any service that connects directly to plumbing within a structure and is used for drinking, cooking, washing, and other standard uses of potable water. Domestic water services shall meet the following requirements: A. Each parcel receiving water service shall have its own meter. Non-single family developments with multiple buildings on a single parcel shall have a meter for each building unless otherwise authorized in writing by the City Engineer or designee. B. Installation of corporation stops, water services, and meters shall be per City of Auburn Standard Details. The City may,at the City's option, install services from public water mains to the meter in existing rights-of-way and easements. The Issued January 2021 City of Auburn Engineering Design Standards Page 77 Page 112 of 192 developer/contractor will install and/or replace all applicable services when installing new water mains required for the project. The City will furnish and install the meter for services of 2 inches and smaller. C. Water meters of 3 inches and larger will be purchased from the City and installed by the developer/contractor under City observation. Where vaults are required, the vault roof shall contain a 2-inch port for remote read device. D. Water meters shall be located in a level unobstructed area not subject to vehicular parking or travel, and as close to the City main as possible with the distance not to exceed 50 feet. E. Residential sites shall have water meters placed in landscape strips within the right-of-way, set 2 inches above the finished grade including landscaping and mulch. If no areas are available in the right-of-way that are not subject to vehicle parking or traffic, water meters may be placed outside the right-of-way in public water utility easements. F. Commercial and industrial sites shall have meters located near driveway entrances within the right-of-way or within public water utility easements in landscape islands located near access driveways when placement in right-of- way is not practical. G. Meters may not be placed within sidewalks or pedestrian travel pathways except in cases where obstructions prevent the meter box from being placed behind the sidewalk or in a landscape strip (where a landscape strip is present). In such conditions, the meter box shall be placed in the sidewalk such that the edge of the meter box closest to the roadway is no closer than 6-inches to the adjacent edge of sidewalk. A minimum of 2 inches shall be maintained between meters boxes. H. The water service diameter and meter size shall be sized per Tables 610.3 and 610.4 of the current Uniform Plumbing Code and, upon request by the City, supporting documentation of the meter size selection provided to the City. The length of the service between the meter and the structure shall not exceed 300 feet. I. When installing multiple services to a public main, a minimum spacing of 2 feet shall be used between corporation stops, a minimum spacing of 5 feet shall be used between corporation stops and tapping tees, and a minimum spacing of 5 feet shall be used between tapping tees on existing ductile iron mains and 10 feet on all other types of existing water main materials. J. Domestic water services shall be connected to a looped distribution main unless otherwise approved by the City. 7.02.02 Other Services Irrigation and other non-domestic water services shall meet all the above requirements as well as the following: A. An Irrigation meter shall be installed in cases where water is used for landscape purposes by non-single family customers and does not enter the sanitary sewer system. B. For fire sprinkler service line requirements, see Section 7.06.02. C. Cross connection control devices shall be installed per Section 7.04. Issued January 2021 City of Auburn Engineering Design Standards Page 78 Page 113 of 192 7.02.03 Service Abandonment Services shall be abandoned when properties are redeveloped and existing meters will no longer be used. The following actions are required after removal of the meter: A. Obtain the necessary permits (e.g., for work in the right-of-way, for meter abandonment) B. Shut off the corporation stop at the main. C. Disconnect the service line from the corporation stop. D. Remove the meter box. E. Restore the roadway or other surface(s)disturbed by construction activities (e.g., trench patch/overlay) 7.03 Water Valves Water valves shall be as specified in the Construction Standards and meet the following additional requirements: See City of Auburn Standard Details W-17 through W-19 for valve box and extensions 7.03.01 Water Valve Sizing Water valves shall be of the resilient wedge gate variety. Butterfly valves shall be placed on water mains 14"or larger in diameter. Valves larger than 12 inches require the valve to be turned with a gear to maintain minimum cover. 7.03.02 Water Valve Location A. Water valves shall be installed along the water mains at a maximum spacing of 400 feet and at the intersection of lateral lines. A maximum of 20 service connections between valves shall be maintained except on dead end residential streets where up to 30 service connections between valves are allowed. B. Water valves shall be located in clusters at tees and crosses when possible and shall be located so that each leg of the main line system can be isolated separately. C. When extending public water mains, a water valve may be required near the end of lines where future extensions are projected. D. Water valves shall not be placed within the wheel path of vehicle traffic. E. A gravel or paved road surface may be required within the public water utility easement as needed to allow access to valves and other appurtenances. F. Valves shall be adjusted to final grade in accordance with City of Auburn Standard Detail T-05. 7.04 Cross Connection Control See City of Auburn Standard Details W-22 through W25. Water Systems shall be designed to protect the City water system from contamination via cross connection control in accordance with Washington State Law (WAC 246-290-490), Auburn City Code(ACC), the City's Cross Connection Control Program manual, and these design standards. Premises isolation shall be provided on service connections and proposed building tenant improvements in accordance with these standards. Issued January 2021 City of Auburn Engineering Design Standards Page 79 Page 114 of 192 7.04.01 Domestic Services A. Backflow protection assemblies shall be installed on all new non-single family service connections. Backflow protection assemblies shall be installed on existing non-single family service connections as directed by the City Cross Connection Specialist. The type of backflow protection assembly shall be as determined by the City Cross Connection Specialists. 1) A Reduced Pressure Backflow Assembly(RPBA) shall be installed adjacent to the meter or at an alternate location where the service line enters the building. RPBA assemblies installed at an alternate location, require the approval of the City, shall have no connections between the meter and the assembly, and shall be installed with adequate drainage to accommodate discharges from the RPBA. 2) A Double Check Valve Assembly (DCVA) for domestic service shall be installed adjacent to the meter, unless installed at an alternate location approved by the City Cross Connection Specialists. 7.04.02 Irrigation Services A. A backflow prevention assembly shall be installed on all irrigation service connections. The layout of the backflow prevention assembly shall be per City of Auburn Standard Detail W-06 for single family residential services up to 2 inches and per City of Auburn Standard Detail W-20 for non-single family residential services. The minimum level of backflow prevention required shall be provided by a Double Check Valve Assembly (DCVA) per City of Auburn Standard Detail W-24.A higher degree of protection may be required if deemed necessary by the City Engineer, which may include a Reduced Pressure Backflow Assembly (RPBA) per City of Auburn Standard Detail W-22. B. The backflow prevention assembly shall be installed adjacent to the meter. 7.04.03 Fire Line Connections A. A backflow prevention assembly shall be installed on all fire service connections. The layout of the backflow prevention assembly shall be per City of Auburn City of Auburn Standard Detail W-09 for single family residential services up to 2- inches and per City of Auburn Standard Detail W-20 for non-single family residential services.The minimum level of backflow prevention required shall be provided by a Double Check Valve Assembly (DCVA) per City of Auburn Standard Detail W-24.A higher degree of protection may be required if deemed necessary by the City, which may include a Reduced Pressure Backflow Assembly (RPBA) per City of Auburn Standard Detail W-22. B. The backflow prevention assembly shall be located in the building riser room. 7.04.04 General A. A DCVA shall be installed to provide adequate access for inspection,testing and maintenance. B. A DCVA located outside the building shall be installed in a vault, as described on City of Auburn Standard Detail W-24. Issued January 2021 City of Auburn Engineering Design Standards Page 80 Page 115 of 192 C. A DCVA located inside the building shall be installed per City of Auburn Standard Detail W-25. D. An RPBA shall be installed in an above ground enclosure or at alternate location with no connections between the meter and assembly (see City of Auburn Standard Detail W-23). An RPBA is required for all services utilizing chemicals. E. Prior to installation, 2 sets of backflow prevention assembly plans, including the connection point to the City main, shall be submitted for review and approval by the City. F. Only assemblies listed on the current list of Backflow Prevention Assemblies Approved for Installation in Washington State shall be allowed. This list is maintained by the State of Washington and is available from the City. G. When multiple buildings are proposed on a parcel the building backflow prevention devices shall all be located outside the buildings or all be located inside the buildings per City of Auburn Standards. 7.05 Pressure Reducing Stations A Pressure Reducing Station shall be installed as required between pressure zones to maintain adequate pressure in the water system. Isolation valves are required upstream and downstream of the station. Contact the City Water Utility Engineer for specific requirements, when applicable. Water system design shall be done so as to minimize the number of pressure reducing stations necessary. 7.06 Fire Systems 7.06.01 Fire Hydrant Assemblies See City of Auburn Standard Details W-07 &W-08. Fire Hydrant Assemblies shall meet the following requirements: A. Fire hydrant assemblies shall conform to the standard details listed above. B. Fire hydrant service lines shall be installed at right angles to 8 inch minimum diameter supply mains. C. Fire hydrants shall stand plumb, be set to meet manufacturer's specification for ground bury line, and have a clear, level area around the hydrant with a radius of no less than 60 inches. D. Fire hydrants shall be located no closer than 50 feet to the surrounding structures, or at a distance as determined by the Fire Marshal and approved by the City Engineer. Fire hydrants shall be located such that no portion of the fire hydrant is within 5 feet of any portion of a driveway(including throat, apron, and wings). E. Fire hydrants shall be provided with two 2% inch National Standard Thread (NST)hose ports and one 4'/z inch NST by 5 inch hose port with a Storz adapter and cap. F. The pumper port shall face the street or fire access road and be readily accessible to any fire vehicle for firefighting and pumping operations. There shall be at least 18 inches clear from the face of the pumper port to the edge of pedestrian or traveled ways. Issued January 2021 City of Auburn Engineering Design Standards Page 81 Page 116 of 192 G. The service line from the supply main to the fire hydrant shall be 6 inches in diameter unless the service line extends over 50 feet in length, in which case the service line shall be 8 inches in diameter. H. Fire hydrants shall be installed with a maximum spacing of 600 feet along streets in single-family zones and 300 feet in all other zones. I. The maximum distance allowed from any part of a single-family residential structure to the closest fire hydrant is 450 feet. J. Buildings, other than single-family residences, located with portions of the building more than 150 feet in vehicular travel (see figure below) from a fire hydrant assembly or with building fire flow over 2500 gpm, shall require on-site fire hydrant assemblies. These hydrants shall be served by a public water main that loops around the building, or complex of buildings, and reconnects back to a distribution supply main. f 5 + 4 , I 1 ly k I Y s 5� I 11-121 BUILDING ;rn Y4 1 k f } )64 ' {y k l� k f V ACCESS ROAD iQ 11_f1 7.06.02 Fire Sprinkler Systems Fire Sprinkler Systems shall meet the following requirements: A. Any contractor offering to design, install,test, and/or provide maintenance of fire sprinkler systems in Washington must be licensed with the State Fire Marshal's Office, Licensing Section. B. Fire sprinkler systems shall be required in commercial/industrial and multifamily buildings according to the adopted fire code regulations. Sprinkler systems may be required in single-family residences when determined by the City and the Fire Authority. C. Fire sprinkler supply lines for commercial buildings, unless designed by a Fire Protection Engineer, shall be a minimum of 8 inches in diameter. D. Fire sprinkler supply lines for non-single family buildings shall be connected to a looped water main. Issued January 2021 City of Auburn Engineering Design Standards Page 82 Page 117 of 192 E. Fire sprinkler supply lines shall be separated from the public water main by a valve located at the point of connection. The fire sprinkler supply line shall be installed with a cut-in tee and shall have a 3 valve cluster unless otherwise approved by the City Engineer. F. The design of fire sprinkler supply lines for single-family/duplex shall be in accordance with City of Auburn Standard Detail No. W-09. G. A Washington State Certified Level "U" contractor shall install underground fire sprinkler supply lines in accordance with WAC 212-80-010. Prior to installation, 3 sets of underground fire sprinkler supply line plans shall be submitted to the City for approval by the Fire Marshal. Both a State Certified Level"U"contractor and a Fire Protection Engineer shall stamp these plans. A letter from a state certified sprinkler system designer stating "FOR DESIGN PURPOSES ONLY" may be attached in lieu of a stamp from the Fire Protection Engineer. H. A post indicator valve (PIV) shall be installed on the fire sprinkler supply line between the public water main and the building. PIV's shall be located in such a manner as to be easily visible to Fire Department personnel. A wall-mounted PIV may be installed when the exterior wall of the building is of non-combustible construction. A detail containing this information shall be included with the submitted plans. I. Fire Department Connections (FDC's) shall be placed within 50 feet of a fire hydrant or as directed by the Fire Marshal. FDC's must be identified and approved by the Fire Marshal. J. New water mains shall be constructed with valves on each side of fire line taps. K. Fire sprinkler systems shall have backflow prevention in accordance with Section 7.04. L. Fire sprinkler service lines shall not be connected to fire hydrant service lines. M. Flow-through fire sprinkler systems may be installed for single family residential only. Design shall be according to NFPA 13D. Backflow prevention is not required for flow-through systems. 7.06.03 Fire Flows New developments, redevelopment of existing sites, or changes in land use are required to meet the minimum City fire flow requirements listed below. The developer shall provide information to the City to define the building specific fire flow requirements. If the building specific fire flow requirements are greater than the minimums listed below, facilities shall be designed to meet the greater requirement. The minimum fire flow requirements within Auburn Water Service areas are: 1) Single Family Residential: 1,500 GPM @ 2 Hours 2) Industrial/Commercial/Multi-Family: 2,500 GPM @ 3 Hours 3) Additional fire flow may be required per ACC 15.36A. Minimum fire flows outside Auburn Water Service areas shall be determined by the water service provider and the Fire Marshal. Issued January 2021 City of Auburn Engineering Design Standards Page 83 Page 118 of 192 If off-site water system improvements are necessary to meet these requirements, the Developer shall be responsible for said improvements. 7.06.04 Fire Authority and Hydrant Access Fire Authority and hydrant access shall meet the following requirements: A. Access shall be a minimum of 20 feet wide with a minimum vertical clearance of 13%feet and capable of supporting 75,000 lbs gross vehicle weight. B. For 20 feet wide roadways, turns in the access shall be designed using a minimum inside radius of 28 feet and a minimum outside radius of 48 feet. The City can provide a turning template for any situation beyond this. C. Except as noted otherwise in these standards, access that exceeds 150 feet in length from the face of curb or edge of the existing asphalt of the public road and does not return to a public road shall provide a turnaround within 150 feet of the dead-end. If a hammerhead configuration is utilized for the turnaround, it shall be designed per Figure D103.1 and Table D103.4 in Appendix D of the International Fire Code. If a cul-de-sac is utilized for the turnaround, it shall be designed per the City of Auburn Design Standards. D. Single family residential driveways greater than 150 feet in length from the face of curb or the edge of the existing asphalt to a location where a single family home has all portions of the building no more than 150 feet, as measured by an unobstructed route around the exterior of the building,shall have an 18 foot wide driveway apron and a minimum 20 foot wide paved surface. 7.07 Public Water Utility Easements Public Water Utility Easements are required for the placement, operation, and maintenance of water facilities upon private property. Public Water Utility Easements shall meet the following requirements: A. Public Water Utility Easements shall extend a minimum of 7%feet to each side of the centerline of the main and all water appurtenances. Easements shall extend a minimum of 7%feet either side of the vault walls of pressure reducing stations. Additional easement area may be required for facilities constructed in areas of steep terrain or at greater depths. B. Public Water Utility Easements shall be provided on the City's standard easement form. Legal description of the easement and the property that the easement encumbers, along with a sketch showing both, shall be stamped and signed by a licensed land surveyor and incorporated into the easement form as exhibits. The legal descriptions and sketch shall be on plain bond paper with margins acceptable to the County of recording. C. Public Water Utility Easements shall be reviewed by the City and then recorded in the appropriate County prior to acceptance of the public water main. Issued January 2021 City of Auburn Engineering Design Standards Page 84 Page 119 of 192 "4:1°!* CITY OFJ.- RN/ AuBi WASHINGTON ENGINEERING CONSTRUCTION STANDARDS COMPRISED OF PART 1 : SPECIAL PROVISIONS PART 2: STANDARD DETAILS January 6, 2021 City of Auburn Engineering Services Community Development & Public Works Departments 25 West Main Street Auburn, WA 98001-4998 Approved BY: 9NR� 01/04/2021 Jacob Sweeting, P.E. Date Assistant Director of Engineering Services/City Engineer Issued January 2021 City of Auburn Engineering Construction Standards Intro, Pagep gge 120 of 192 DIVISION 1: GENERAL REQUIRMENTS PREFACE FOR THE CITY OF AUBURN ENGINEERING CONSTRUCTION STANDARDS Grading, Utility, Street and other civil construction work within the City of Auburn shall utilize the 2021 WSDOT Standard Specifications for Road, Bridge, and Municipal Construction (English Version) as supplemented and amended by the City of Auburn Special Provisions contained within Part 1 of this document and the applicable and most current published version of City of Auburn Standard Details and Washington State Department of Transportation (WSDOT) Standard Plans for Road and Bridge Construction as included or referenced in Part 2 of this document. Contractors are required to have the City of Auburn Engineering Construction Standards (Parts 1 and 2) and the WSDOT Standard Specifications for Road, Bridge, and Municipal Construction available at the job site during construction. Contractors must also have a copy of all City of Auburn Standard Details and WSDOT Standard Plans that are referenced in the Plans available at the job site during construction. WSDOT Standard Plans and Specifications are available at a nominal charge from the Washington State Department of Transportation at Engineering Publications: Washington State Department of Transportation, Engineering Publications, PO Box 47304, Olympia, WA 98504, or at (360)705-7431, or at http://www.wsdot.wa.gov/Publications/Manuals/PriceList.htm. The City of Auburn Engineering Construction Standards are available online at: http://www.auburnwa.ciov/doing business/public works/publications forms.htm It is the responsibility of the user to obtain the most current version and any associated revisions from the City of Auburn. All references within the Engineering Construction Standards to measurement, payment or contractual obligations between the city and the contractor are in reference to a public contract and are not applicable to development projects In case of conflict between the various elements of the Engineering Construction Standards, refer to Section 1-04.2 (Coordination of Contract Documents, Plans, Special Provisions Specifications, and Addenda) of this document for order of precedence. Issued January 2021 City of Auburn Engineering Construction Standards Page 2 Page 121 of 192 TABLE OF CONTENTS DIVISION 1 General Requirements 1-1 1-01 Definitions and Terms 1-1 Standard Details 1-3 Standard Plans 1-3 1-04.11 Final Cleanup 1-4 1-05 Control of Work 1-4 1-05.7 Removal of Defective and Unauthorized Work 1-4 1-05.10 Guarantees 1-5 1-05.11 Final Inspection 1-5 1-05.11 Final Inspections and Operational Testing 1-5 1-05.11(2) Final Inspection and Physical Completion Date 1-5 1-05.11(3) Operational Testing 1-6 1-05.12 Final Acceptance 1-6 1-05.17 Oral Agreements 1-7 1-05.18 Construction Record Drawings 1-7 1-06 Control of Material 1-11 1-06.1 Approval of Materials Prior to Use 1-11 1-06.1(2) Request for Approval of Material (RAM) 1-11 1-06.6 Recycled Materials 1-12 1-07 Legal Relations and Responsibilities to the Public 1-12 1-07.1 Laws to be Observed 1-12 1-07.2 State Taxes 1-13 1-07.5(7) City of Auburn Requirements 1-13 1-07.6 Permits and Licenses 1-13 1-07.11(2) Contractual Requirements 1-13 1-07.13(2) Relief of Responsibility for Completed Work 1-13 1-07.13(3) Relief of Responsibility for Damage by Public Traffic 1-14 1-07.15 Temporary Water Pollution Prevention 1-14 Issued January 2021 City of Auburn Page 122 of 192 Engineering Construction Standards Page 3 1-07.16 Protection and Restoration of Property 1-14 1-07.16(1)A Protection and Restoration of Existing Markers and Monuments 1-15 1-07.16(2) Vegetation Protection and Restoration 1-15 1-07.17 Utilities and Similar Facilities 1-15 1-07.17(1)A Disruptions to City Water Services 1-16 1-07.17(1)B(1)Utility Potholing 1-16 1-07.17(2) Utility Construction, Removal, or Relocation by Others 1-17 1-07.18 Public Liability and Property Damage Insurance 1-17 1-07.18(1) General Requirements 1-17 1-07.18(2) Additional Insured 1-18 1-07.18(3) Subcontractors 1-18 1-07.18(4) Verification of Coverage 1-19 1-07.18(5) Coverages and Limits 1-19 1-07.18(5)A Commercial General Liability 1-19 1-07.18(5)B Automobile Liability 1-20 1-07.18(5)C Workers' Compensation 1-20 1-07.18(5)D Excess or Umbrella Liability 1-20 1-07.18(5)E LHWCA Insurance 1-21 1-07.18(5)J Pollution Liability 1-21 1-07.23 Public Convenience and Safety 1-21 1-07.23(1) Construction Under Traffic 1-21 1-07.23(1)A Dust and Mud Control and Street Cleaning 1-22 1-07.23(1)B Daily Cleanup and Maintenance Items 1-22 1-07.23(2) Construction and Maintenance of Detours 1-23 1-07.24 Rights of Way 1-24 1-07.28 Haul Routes 1-25 1-08 Prosecution and Progress 1-25 1-08.0 Preliminary Matters 1-25 1-08.0(1) Preconstruction Conference 1-25 1-08.0(2) Hours of Work 1-26 1-08.4 Notice to Proceed and Prosecution of the Work 1-26 1-10 Temporary Traffic Control 1-26 1-10.1 General 1-26 Issued January 2021 City of Auburn Engineering Construction Standards Page 4 Page 123 of 192 1-10.2 Traffic Control Management 1-27 1-10.2(2) Traffic Control Plans 1-27 1-10.3(1)Traffic Control Labor 1-27 1-10.3(1)B Other Traffic Control Labor 1-27 1-10.3(3)A Construction Signs 1-27 1-10.3(3)L Temporary Signage for Roadway Traffic Revisions 1-28 DIVISION 2 Earthwork 2-1 2-01 Clearing, Grubbing and Roadside Cleanup 2-1 2-01.1 Description 2-1 2-01.2 Disposal of Usable Material and Debris 2-1 2-01.2(1) Disposal Method No. 1 —Open Burning 2-1 2-01.2(3) Disposal Method No. 3 -Chipping 2-1 2-01.3 Construction Requirements 2-1 2-02 Removal of Structures and Obstructions 2-2 2-02.3 Construction Requirements 2-2 2-02.3(2) Removal of Bridges, Box Culverts, and other Drainage Structures 2-2 2-02.3(4)A Remove and Reset Fencing 2-2 2-02.3(4)B Remove and Reset Private Signs 2-2 2-02.3(4)C Remove and Reset Private Luminaires 2-3 2-02.3(5) Salvage 2-3 2-03 Roadway Excavation And Embankment 2-3 2-03.3 Construction Requirements 2-3 2-03.3(3) Excavation Below Subgrade 2-3 2-03.3(7) Disposal of Surplus Material 2-4 2-03.3(7)C Contractor-Provided Disposal Site 2-4 2-03.3(14) Embankment Construction 2-4 2-04 Haul 2-4 2-04.2 Hauling on other than City Streets 2-4 2-06 Subgrade Preparation 2-4 2-06.3(1) Subgrade for Surfacing 2-4 2-06.3(3) Subgrade for Permeable Pavements 2-5 Issued January 2021 City of Auburn Engineering Construction Standards Page 5 Page 124 of 192 2-07 Watering 2-5 2-07.3 Construction Requirements 2-5 2-07.4(1) Water from City Hydrants 2-5 DIVISION 3 Aggregate Production and Acceptance 3-1 DIVISION 4 Bases 4-1 DIVISION 5 Surface Treatments and Pavements Bases 5-1 5-03 Non-Woven Fabric for Pavement Overlays 5-1 5-03.1 Description 5-1 5-03.2 Materials 5-1 5-03.3 Construction Requirements 5-1 5-04 Hot Mix Asphalt 5-3 5-05 Cement Concrete Pavement 5-34 5-05.3(1) Concrete Mix Design for Paving 5-34 5-05.3(8) Joints 5-35 5-05.3(8)D Isolation Joints 5-35 5-05.3(8)E Sealing through Joints 5-36 5-05.3(9) Integral Cement Concrete Curb on New Pavement 5-36 5-05.3(10) Tie Bars and Corrosion Resistant Dowel Bars 5-36 5-05.3(23) Cement Concrete Pavement for Alley 5-37 5-05.3(23)A Pavement and Alley Requirements 5-37 5-05.3(23)B Extra Concrete for Alley Approach Ramp 5-37 5-06 Pervious Concrete Pavement 5-37 5-06.1 Description 5-37 5-06.2 Materials 5-37 5-06.3 Construction Requirements 5-38 5-06.3(1) Pervious Concrete Construction Meeting 5-38 5-06.3(2) Pervious Concrete Mix Design 5-39 5-06.3(2)A Mix Design Criteria 5-39 5-06.3(2)B Job Mix Formula (JMF) 5-39 5-06.3(3) Submittals 5-39 5-06.3(4) Equipment 5-40 Issued January 2021 City of Auburn Engineering Construction Standards Page 6 Page 125 of 192 5-06.3(4)A Batching Plant and Equipment 5-40 5-06.3(4)B Mixer Trucks 5-40 5-06.3(4)C Side Forms 5-40 5-06.3(4)D Finishing Equipment 5-41 5-06.3(5) Measuring and Batching Materials 5-41 5-06.3(6) Acceptance 5-41 5-06.3(6)A Infiltration Rate of Placed Pavement 5-42 5-06.3(7) Rejection 5-42 5-06.3(8) Mixing Pervious Concrete 5-43 5-06.3(8)A Limitations of Mixing Pervious Concrete 5-43 5-06.3(9) Subgrade Preparation And Base 5-43 5-06.3(10) Placing, Spreading, Finishing, Edging, Tolerances, and Curing 5-43 5-06.3(10)A Contractor's Qualifications 5-44 5-06.3(10)B Test Panel 5-44 5-06.3(11) Joints 5-45 5-06.3(11)A Construction Joints 5-45 5-06.3(11)B Contraction Joints 5-45 5-06.3(11)C Isolation Joints 5-45 5-06.3(12) Cold Weather Work 5-46 5-06.3(13) Protection of Pervious Concrete Pavement 5-46 5-07 Textured Asphalt 5-47 5-07.1 Description 5-47 5-07.2 Materials 5-47 5-07.2(1) Coating Material 5-47 5-07.2(2) Colorant 5-47 5-07.3 Construction Requirements 5-47 5-07.3(1) Textured Asphalt Terms 5-48 5-07.3(2) Certification 5-48 5-07.3(3) Equipment 5-48 5-07.3(3)A Templates 5-48 5-07.3(3)B Reciprocating Infra-Red Heater 5-49 5-07.3(3)C Vibratory Plate Compactor 5-49 5-07.3(3)D Spray Equipment 5-49 Issued January 2021 City of Auburn Engineering Construction Standards Page 7 Page 126 of 192 5-07.3(4) Construction 5-49 5-07.3(4)A Surface Preparation Prior to Coating 5-49 5-07.3(4)B Layout and Imprinting 5-49 5-07.3(4)C Heating of Asphalt 5-49 5-07.3(4)D Sample Area 5-49 5-07.3(4)E Coating Installation 5-50 5-07.3(5) Quality Control 5-50 5-07.3(5)A General 5-50 5-07.3(5)B Stamping Depth 5-50 5-07.3(5)C Coating Thickness 5-50 5-07.3(5)D Protection of Existing Pavement Markings 5-50 5-08 Stamped Colored Cement Concrete 5-51 5-08.1 Description 5-51 5-08.2 Materials 5-51 5-08.3 Construction Requirements 5-52 5-08.3(1) Stamping 5-53 5-09 Slurry Seal Surface Treatment 5-53 5-09.1 Description 5-53 5-09.1(1) Applicable Specifications 5-53 5-09.2 Materials 5-54 5-09.2(1) Asphalt Emulsion 5-54 5-09.2(2) Aggregate 5-54 5-09.2(3) Water 5-54 5-09.2(4) Laboratory Testing 5-54 5-09.2(5) Stockpiling Of Aggregates 5-55 5-09.2(6) Storage 5-55 5-09.2(7) Sampling 5-55 5-09.2(8) Verification 5-55 5-09.3 Construction Requirements 5-55 5-09.3(1) Equipment 5-55 5-09.3(1)A Slurry Mixing Equipment 5-56 5-09.3(1)B Slurry Spreading Equipment 5-56 Issued January 2021 City of Auburn Engineering Construction Standards Page 8 Page 127 of 192 5-09.3(1)C Cleaning Equipment 5-56 5-09.3(1)D Auxiliary Equipment 5-56 5-09.3(1)E Calibration 5-56 5-09.3(2) Preparation of Surface 5-56 5-09.3(3) Composition and Rate of Application of the Slurry Mix 5-57 5-09.3(4) Weather Limitations 5-57 5-09.3(5) Traffic Control 5-57 5-09.3(6) Application of Slurry Surfaces 5-57 5-09.3(6)A General 5-57 5-09.3(6)B Joints 5-58 5-09.3(6)C Hand Work 5-58 5-09.3(6)D Curing 5-58 5-09.3(6)E Protection of Existing Monuments and Utility Covers 5-58 DIVISION 6 Structures 6-1 6-02 Concrete Structures 6-1 6-02.1 Description 6-1 6-07 PAINTING 6-1 6-07.1 Description 6-1 6-07.2 Materials 6-1 6-07.3(10)H Paint System 6-2 6-07.3(10)1 Paint Color 6-2 6-07.3(15) Painting of Aluminum Surfaces 6-3 DIVISION 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains and Conduits 7-1 7-01 Drains 7-1 7-01.2 Materials 7-1 7-01.3 Construction Requirements 7-1 7-04 Storm Sewers 7-1 7-04.2 Materials 7-1 7-04.3 Construction Requirements 7-2 7-04.3(1)F Low Pressure Air Test for Storm Sewers Constructed of Non Air-Permeable Materials 7-2 Issued January 2021 City of Auburn Engineering Construction Standards Page 9 Page 128 of 192 7-04.3(1)G Television Inspection 7-2 7-05 Manholes, Inlets, Catch Basins, and Drywells 7-2 7-05.2 Materials 7-2 7-05.2(1) Trash Racks 7-2 7-05.3 Construction Requirements 7-3 7-05.3(1) Adjusting Manholes & Catch Basins to Grade 7-3 7-05.3(3) Connections to Existing Manholes 7-3 7-05.3(5) Channels for Manholes 7-4 7-05.3(6) New Castings 7-4 7-08 General Pipe Installation Requirements 7-4 7-08.1 Description 7-4 7-08.2 Materials 7-4 7-08.3 Construction Requirements 7-5 7-08.3(1) Excavation and Preparation of Trench 7-5 7-08.3(1)A Trenches 7-5 7-08.3(1)B Shoring 7-5 7-08.3(2)B Pipe Laying —General 7-5 7-08.3(2)G Jointing of Dissimilar Pipe 7-6 7-08.3(2)J Joining High Density Polyethylene Pipe (HDPE) Pipe 7-6 7-08.3(2)K Packaging, Handling, Storage High Density Polyethylene Pipe (HDPE) Pipe 7-6 7-08.3(2)L Dewatering Trenches 7-7 7-08.3(3) Backfilling 7-7 7-08.3(4) Plugging Existing Pipe 7-7 7-08.3(5) Pipe Trench Restoration 7-8 7-09 Water Mains 7-8 7-09.1 Description 7-8 7-09.2 Materials 7-8 7-09.3(10) Backfilling Trenches 7-8 7-09.3(13) Handling of Pipe 7-8 7-09.3(19) Connections 7-9 7-09.3(19)A Connections to Existing Mains 7-9 Issued January 2021 City of Auburn Engineering Construction Standards Page 10 Page 129 of 192 7-09.3(19)B Maintaining Service 7-9 7-09.3(21) Concrete Thrust Blocking 7-9 7-09.3(23) Hydrostatic Pressure Test 7-9 7-09.3(24) Disinfection of Water Mains 7-10 7-09.3(24)J Preventing Reverse Flow 7-10 7-09.3(24)N Final Flushing and Testing 7-10 7-12 Valves for Water Mains 7-10 7-12.3 Construction Requirements 7-10 7-12.3(2) Adjust Valve Boxes 7-10 7-12.3(3) Combination Air Release/Air Vacuum Valve Assembly 7-11 7-12.3(4) Valve Wrench Extension Box 7-11 7-14 Hydrants 7-11 7-14.3 Construction Requirements 7-11 7-14.3(1) Setting Hydrants 7-11 7-14.3(4) Moving Existing Hydrants 7-12 7-15 Service Connections 7-12 7-15.2 Materials 7-12 7-15.3 Construction Requirements 7-12 7-17 Sanitary Sewers 7-13 7-17.2 Materials 7-13 7-17.3 Construction Requirements 7-14 7-17.3(1) Protection of Existing Sewage Facilities 7-14 7-17.3(2) Cleaning and Testing 7-14 7-17.3(2)A General 7-14 7-17.3(2)C Infiltration Test 7-14 7-17.3(2)F Low Pressure Air Test for Sanitary Sewers Constructed of Non Air-Permeable Materials 7-14 7-17.3(2)H Television Inspection 7-15 7-18 Side Sewers 7-16 7-18.3 Construction Requirements 7-16 7-18.3(1) General 7-16 7-18.3(2) Fittings 7-16 Issued January 2021 City of Auburn Engineering Construction Standards Page 11 Page 130 of 192 7-18.3(3) Testing 7-16 7-19 Sewer Cleanouts 7-17 7-19.3 Construction Requirements 7-17 Division 8 Miscellaneous Construction 8-1 8-01 Erosion Control and Water Pollution Control 8-1 8-01.3 Construction Requirements 8-1 8-01.3(1)A Submittals 8-1 8-01.3(1)C Water Management 8-1 8-01.3(1)C1 Disposal of Dewatering Water 8-1 8-01.3(1)F SWPPP Preparation and General Permit Compliance 8-2 8-01.3(2) Temporary Seeding and Mulching 8-4 8-01.3(2)B Temporary Seeding 8-4 8-01.3(2)E Tackifiers 8-5 8-02 Roadside Restoration 8-5 8-02.1 Description 8-5 8-02.3 Construction Requirements 8-5 8-02.3(1) Responsibility During Construction 8-5 8-02.3(4) Topsoil 8-6 8-02.3(4)A Topsoil Type A 8-6 8-02.3(4)C Topsoil Type C 8-6 8-02.3(5) Roadside Seeding, Lawn and Planting Area Preparation 8-6 8-02.3(5)D Root Control Barrier 8-7 8-02.3(6) Mulch and Amendments 8-7 8-02.3(7) Layout of Planting, Lawn and Seeding Areas 8-7 8-02.3(8) Planting 8-7 8-02.3(9) Seeding, Fertilizing, and Mulching 8-8 8-02.3(11) Mulch 8-9 8-02.3(12) Completion of Initial Planting 8-9 8-02.3(13) Plant Establishment 8-10 8-02.3(14) Plant Replacement 8-10 8-03 Irrigation Systems 8-10 Issued January 2021 City of Auburn Engineering Construction Standards Page 12 Page 131 of 192 8-03.1 Description 8-10 8-03.2 Materials 8-11 8-03.3(2) Excavation 8-11 8-03.3(3) Piping 8-11 8-03.3(4) Jointing 8-11 8-03.3(6) Electrical Wire Installation 8-11 8-03.3(7) Flushing and Testing 8-12 8-03.3(9) Backfill 8-12 8-03.3(11) System Operation 8-12 8-03.3(12) Cross Connection Control Device Installation 8-12 8-03.3(13) Irrigation Water Service 8-13 8-03.3(14) Irrigation Electrical Service 8-13 8-04 Curbs, Gutters and Spillways 8-13 8-04.3 Construction Requirements 8-13 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways 8-13 8-04.3(1)A Extruded Cement Concrete Curb 8-13 8-05 Dewatering System 8-14 8-05.1 General 8-14 8-05.1(1) Design 8-14 8-05.1(1)A Dewatering Discharge 8-15 8-05.1(1)B Temporary Dewatering Plan 8-15 8-05.1(2) Damages 8-17 8-05.1(2)A Settlement Monitoring Program 8-17 8-05.1(3) Maintaining Excavation in Dewatering Condition 8-18 8-05.1(4) System Removal 8-18 8-06 Cement Concrete Driveway Entrances 8-19 8-06.1 Description 8-19 8-06.2 Materials 8-19 8-06.3 Construction Requirements 8-19 8-07 Precast Traffic Curb 8-20 8-07.2 Materials 8-20 8-07.3 Construction Requirements 8-20 Issued January 2021 City of Auburn Engineering Construction Standards Page 13 Page 132 of 192 8-07.3(1) Installing Curbs 8-20 8-09 Raised Pavement Markers 8-20 8-09.3 Construction Requirements 8-20 8-09.3(2) Surface Preparation 8-20 8-09.3(8) Remove Raised Pavement Markings 8-21 8-13 Monument Cases 8-21 8-13.1 Description 8-21 8-13.2 Materials 8-21 8-13.3 Construction Requirements 8-21 8-13.3(1) Reference Points 8-22 8-14 Cement Concrete Sidewalks 8-22 8-14.1 Description 8-22 8-14.3 Construction Requirements 8-22 8-14.3(1) Excavation 8-22 8-14.3(2) Forms 8-22 8-14.3(3) Placing and Finishing Concrete 8-22 8-14.3(3)A Special Sidewalk 8-23 8-14.3(4) Curing 8-23 8-18 Mailbox Supports 8-24 8-18.2 Materials 8-24 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical8-24 8-20.1(1) Regulations and Code 8-24 8-20.1(3) Permitting and Inspections 8-24 8-20.2(2) Equipment List and Drawings 8-24 8-20.3 Construction Requirements 8-25 8-20.3(1)D Order of Work 8-25 8-20.3(4) Foundations 8-25 8-20.3(5) Conduit 8-26 8-20.3(5)A General 8-26 8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes 8-26 8-20.3(8) Wiring 8-27 Issued January 2021 City of Auburn Engineering Construction Standards Page 14 Page 133 of 192 8-20.3(9) Bonding, Grounding 8-27 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets 8-28 8-20.3(11) Testing 8-28 8-20.3(13) Illumination Systems 8-28 8-20.3(13)A Light Standards 8-28 8-20.3(13)C Luminaires 8-29 8-20.3(13)F Luminaire Fusing 8-29 8-20.3(14) Signal Systems 8-29 8-20.3(14)B Signal Heads 8-29 8-20.3(14)C Induction Loop Vehicle Detectors 8-30 8-20.3(14)E Signal Standards 8-30 8-20.3(14)F Emergency Vehicle Pre-Emption 8-31 8-20.3(14)G Interconnect Network 8-31 8-20.3(14)H Pedestrian Push Buttons and Signs 8-32 8-20.3(14)1 Video Detection System 8-32 8-20.3(14)J Closed Circuit Television (CCTV) Camera System 8-32 8-20.3(14)J.1 Description 8-32 8-20.3(14)J.2 Materials 8-33 8-20.3(14)J.2(1) Mounting 8-33 8-20.3(14)J.3 Construction Requirements 8-33 8-20.3(14)J.3(1) General Cable Installation 8-33 8-20.3(14)J.3(2) Camera Cable 8-33 8-20.3(14)J.3(3) CCTV System Test 8-34 8-20.3(14)K Wireless Broadband Communications System 8-34 8-20.3(14)K.1 Description 8-34 8-20.3(14)K.2 Wireless Broadband System Materials 8-34 8-20.3(14)K.3 Testing, Mounting and Wiring 8-34 8-21 Permanent Signing 8-35 8-21.3 Construction Requirements 8-35 8-21.3(4) Sign Removal 8-35 8-22 Pavement Marking 8-35 8-22.1 Description 8-35 Issued January 2021 City of Auburn Engineering Construction Standards Page 15 Page 134 of 192 8-23 Temporary Pavement Markings 8-36 8-23.1 Description 8-36 8-24 Rock and Gravity Block Wall and Gabion Cribbing 8-36 8-24.2 Materials 8-36 8-24.3 Construction Requirements 8-36 8-30 Wood Fence and Gates 8-37 8-30.1 Description 8-37 8-30.2 Construction Requirements 8-37 8-31 Fiber Optic Communications 8-37 8-31.1 Description 8-37 8-31.2 Construction Requirements 8-37 8-31.2(1) Contractor Qualifications 8-37 8-31.2(2) Quality Assurance 8-38 8-31.2(3) Fiber Optic Cable Installation 8-38 8-31.2(4) Fiber Optic Cable Splicing 8-39 8-31.2(5) Fiber Optic Cable Labeling 8-40 8-31.2(6) Fiber Optic Cable Racking in Cable Vaults 8-40 8-31.2(7) Fiber Optic Patch Panels 8-41 8-31.2(8) Fiber Optic Splice Case 8-41 8-31.3 Fiber Optic Cable Testing 8-41 8-31.3(1) Insertion Loss Testing 8-42 8-31.3(2) Optical Time Domain Reflectometer(Otdr) Testing 8-42 8-31.3(3) Fiber Cable Testing Documentation 8-43 8-32 Bollards 8-44 8-32.1 Description 8-44 8-32.2 Materials 8-44 Division 9 Materials 9-1 9-05 Drainage Structures and Culverts 9-1 9-05.7(1) Plain Concrete Storm Sewer Pipe 9-1 9-05.7(2) Reinforced Concrete Storm Sewer Pipe 9-1 9-05.12 Polyvinyl Chloride (PVC) Pipe 9-1 Issued January 2021 City of Auburn Engineering Construction Standards Page 16 Page 135 of 192 9-05.12(1) Solid Wall PVC Culvert Pipe, Solid Wall PVC Storm Pipe, And Solid Wall PVC Sanitary Sewer Pipe 9-1 9-05.13 Ductile Iron Sewer Pipe 9-1 9-14 Erosion Control and Roadside Planting 9-1 9-14.1 Topsoil9-1 9-14.2(1) Topsoil Type A 9-1 9-14.2(3) Topsoil Type C 9-2 9-14.5 Mulch and Amendments 9-2 9-14.5(3) Bark or Wood Chips 9-2 9-14.6(1) Polyacrylamide (PAM) 9-2 9-14.7 Plant Materials 9-2 9-14.7(5) Tagging 9-2 9-14.6(5) Inspection 9-2 9-15 Irrigation System 9-3 9-15.1(2) Polyvinyl Chloride Pipe and Fittings 9-3 9-15.3 Automatic Controllers 9-3 9-15.5 Valve Boxes 9-3 9-15.6 Gate Valves 9-3 9-15.7(2) Automatic Control Valves 9-3 9-15.8 Quick Coupling Equipment 9-4 9-15.9 Drain Valves 9-4 9-15.11 Cross Connection Control Devices 9-4 9-15.17 Electrical Wire and Splices 9-4 9-15.18 Detectable Marking Tape 9-4 9-29 Illumination, Signal, Electrical 9-5 9-29.1 Conduit, Innerduct, Outerduct 9-5 9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes 9-5 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable 9-5 9-29.3(1)A Singlemode Fiber Optic Cable 9-7 9-29.6(1)A Lighting & Signal Standards & Davit Arms 9-7 9-29.6(1)B Wrapping 9-10 9-29.6(2)A Anchor Bases 9-10 Issued January 2021 City of Auburn Engineering Construction Standards Page 17 Page 136 of 192 9-29.6(4) Welding 9-10 9-29.6(5) Foundation Hardware 9-10 9-29.7 Luminaire Fusing & Electrical Connections at Light Standard Bases, Cantilever Bases and Sign Bridge Bases 9-11 9-29.9 Ballast, Transformers 9-11 9-29.10 Luminaires 9-11 9-29.11(2) Photoelectric Controls 9-12 9-29.12(1) Illumination Circuit Splices 9-12 9-29.12(2) Traffic Signal Splice Material 9-13 9-29.12(6) Sealants 9-13 9-29.13(2) Traffic Signal Controller Assembly Testing 9-13 9-29.13(3) Traffic Signal Controller 9-13 9-29.13(6) Emergency Preemption 9-14 9-29.13(10) NEMA, Type 170E, 2070 Controllers and Cabinets 9-14 9-29.13(10) Traffic Signal Controller Cabinet Unit 9-14 9-29.16 Vehicular Signal Heads, Displays, and Housing 9-15 9-29.16(2) Conventional Traffic Signal Heads 9-15 9-29.16(2)A Optical Units 9-15 9-29.16(2)E Painting Signal Heads 9-16 9-29.18 Vehicle Detector 9-16 9-29.19 Pedestrian Push Buttons 9-16 9-29.20 Pedestrian Signals 9-16 9-29.22 Rectangular Rapid Flashing Beacon (RRFB) 9-17 9-29.23 Video Detection Cameras 9-17 9-29.24 Service Cabinets 9-18 9-29.26 Traffic Signal Battery Backup System 9-18 9-29.27 CCTV System 9-19 9-29.28 Variable Message Sign System 9-19 9-30 Water Distribution Materials 9-26 9-30.1 Pipe 9-26 9-30.1(1) Ductile Iron Pipe 9-26 9-30.2 Fittings 9-26 9-30.2(1) Ductile Iron Pipe 9-26 Issued January 2021 City of Auburn Engineering Construction Standards Page 18 Page 137 of 192 9-30.2(6) Restrained Joints 9-27 9-30.3 Valves 9-27 9-30.3(1) Gate Valves (3-inches to 16-inches) 9-27 9-30.3(4) Valve Boxes 9-28 9-30.3(8) Tapping Sleeve and Valve Assembly 9-28 9-30.5 Hydrants 9-28 9-37 Filter Fabric 9-29 9-37.1 Filter Fabric for Infiltration Systems 9-29 9-38 Submittal Approval 9-29 9-38.1 Submittals 9-29 9-38.1(1) Submittal Transmittal Procedures 9-29 9-38.1(2) Request for Submittal Approval (RSA) Form Instructions 9-30 9-38.1(3) Request For Approval Of Material (RAM) Submittal Content 9-31 9-38.1(5) Engineer's Submittal Review 9-33 9-38.1(6) Submittal Approval and Acceptance Codes 9-33 9-38.2 Schedule of Submittals 9-35 Issued January 2021 City of Auburn Engineering Construction Standards Page 19 Page 138 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM EWER , SANITARY SEWERS, WATER MAINS, AN CONDUITS DIVISION 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains and Conduits 7-01 Drains 7-01.2 Materials (August 2016, City of Auburn GSP) Replace the first two paragraphs after the list of materials with the following: Non-perforated drainpipe shall be manufactured of polyvinyl chloride (PVC) and shall meet the requirements of Section 9-05.12 and perforated drain pipe shall be manufactured of PVC and meet the requirements of Section 9-05.2(6). Trench drains shall be Polydrain Part No. 420 with stainless steel grates Polydrain Part No. 440 or approved equivalent placed on cement concrete Class 4000 per Section 6-02 (Concrete Structures). 7-01.3 Construction Requirements (January 2018, City of Auburn GSP) Supplement this section with the following: PVC drain pipe shall be used to connect existing roof drains and downspouts to the roadway drainage system. The amount of pipe shown in the proposal is approximate and provided for bidding purposes only. The trench drain shall be installed per the manufacturer's recommendations and shall be flush with the cement concrete surface to provide the proper surface drainage control. The trench drain shall be connected to the nearest catch basin with drain pipe as shown on the Plans. 7-04 Storm Sewers 7-04.2 Materials (July 2019, City of Auburn GSP) Replace the first paragraph and list of materials with the following: Only the pipe materials listed below are approved for use on City storm sewer systems. Materials shall be in accordance with all provisions of the following sections: Solid Wall Polyvinyl Chloride (PVC) 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Pipe, SDR-35 Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Solid Wall Polyvinyl Chloride (PVC) 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Pipe, SDR-21 Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Solid Wall Polyvinyl Chloride (PVC) 9-05.12(1) (Solid Wall PVC Culvert Pipe, Solid Pipe, C900 Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Ductile Iron Pipe, Special Class 52, 9-05.13 (Ductile Iron Sewer Pipe) Storm Pipe High Density Polyethylene Pipe (HDPE) 9-05.21 (High Density Polyethylene Pipe (HDPE)) Issued January 2021 City of Auburn Engineering Construction Standards Page 7-1 Page 139 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS The laying length for PVC (SDR-35) shall not exceed 14 feet. 7-04.3 Construction Requirements 7-04.3(1)F Low Pressure Air Test for Storm Sewers Constructed of Non Air-Permeable Materials (January 2017, City of Auburn GSP) Supplement this section with the following: If the test shows zero leakage after a five-minute test time, the Engineer has the authority to accept and end the test immediately. (January 2017, City of Auburn GSP) Add the following new section: 7-04.3(1)G Television Inspection All of the provisions of 7-17.3(2)H (Television Inspection) shall apply. 7-05 Manholes, Inlets, Catch Basins, and Drywells 7-05.2 Materials (November 2020, City of Auburn GSP) Supplement this section with the following: Manholes shall be complete with frames and covers. All manhole frames and covers shall be bolt-down and from East Jordan Iron Works: EJ product #00370781 (Eon #3715ZPT Frame and #3705CPT Cover) for Sanitary Sewer and EJ product #00370782 (Eon #3717ZPT Frame and #3705CPT Cover) for Storm Drainage, or approved equivalent. Catch Basins shall be complete with frames and grates unless otherwise specified on the Plans to be provided with solid metal covers or manhole frames and covers. Castings for manhole frames shall be gray iron or ductile iron and covers and grates shall be ductile iron. All storm sewer grates shall have the words "OUTFALL TO STREAMS, DUMP NO POLLUTANTS" cast in place. Manhole and catch basin steps and handholds shall be steel-reinforced copolymer polypropylene (ASTM D4101) with 1/2 inch steel reinforcing bar (ASTM A615 Grade 60) and in conformance with ASTM C478. The fabricator of all precast sanitary manholes shall seal them with Tamoseal Cement Based Waterproof Finish or approved equivalent applied to all interior and exterior surfaces in accordance with the manufacturer's recommendations. The Contractor shall have adequate product on hand to seal any field modifications to sanitary sewer manholes. (August 2016, City of Auburn GSP) Add the following new section: 7-05.2(1) Trash Racks Trash racks shall be constructed in accordance with Section 6-02 (Concrete Structures), 6- 03 (Steel Structures), and as detailed in the Plans. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-2 Page 140 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-05.3 Construction Requirements (January 2017, City of Auburn GSP) Supplement this section with the following: All pipes entering or leaving new or existing manholes, catch basins or inlets shall be placed on firmly compacted bedding, particularly within the area of the manhole excavation, which normally is deeper than that of the pipe trench. Special care shall be taken to see that the openings through which pipes or adapters penetrate the manhole are completely and firmly rammed full of non-shrink grout to ensure water tightness. Manhole adapters shall be provided when connecting PVC or Polyethylene pipes to any new or existing manholes, catch basins or inlets. All manhole adapters for PVC and Polyethylene pipe shall be of a style as required and manufactured for the specific application with sufficient tangent at the ends to allow for proper joint connections. Field fabricated manhole adapters will not be permitted. All manhole adapters must have approval from the Engineer in writing before being installed. See Section 2-09.3(3)D (Shoring and Cofferdams) for "Shoring or Extra Excavation Class B" and Section 7-08 (General Pipe Installation Requirements) for foundation material and imported bedding and backfill materials. 7-05.3(1) Adjusting Manholes & Catch Basins to Grade (November 2020, City of Auburn GSP) Supplement this section with the following: Manholes or catch basins shall not be adjusted to finish grade until the asphalt paving is completed, at which time the center of each structure shall be carefully relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and the base material removed to permit removal of the frame or ring. The structure shall be adjusted to finish grade. Temporary access to manholes and catch basins shall be provided as soon as practical after paving. The frame or ring shall be placed on concrete blocks and/or wedged up to the desired grade. When the Contract Plans call for rubberized adjustment risers, they shall be the Infra-Riser manufactured by EJCO, or approved equivalent. The asphalt concrete pavement shall be cut and removed, the dimensions of which shall be equal to the inside dimensions of the opening plus 2 feet. The base materials and crushed rock shall be removed and Class 3000 cement concrete shall be placed so that the entire volume of the excavation is replaced to within, but not to exceed 6 inches of the finished pavement surface. A quick setting admixture shall be added to the cement concrete backfill. Once manholes or catch basins have been adjusted to finished grade and the cement concrete backfill has cured (the day following placing the cement concrete), HMA Class 'A-inch shall be placed and compacted with hand tampers and a patching roller within 48 hours. 7-05.3(3) Connections to Existing Manholes (January 2017, City of Auburn GSP) Supplement this section with the following: Where shown in the Plans, new storm drain lines shall be extended to connect to an existing manhole. The pipe extension shall be the same diameter as the existing pipe. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-3 Page 141 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Dissimilar pipes shall be joined per Section 7-08.3(2)G (Jointing of Dissimilar Pipe) of these Special Provisions. (August 2016, City of Auburn GSP) Add the following new section: 7-05.3(5) Channels for Manholes Channels for manholes shall be made to conform accurately to the sewer grade, and shall be brought together smoothly with well-rounded junctions. Channel sides shall be carried up vertically to the crown elevation of the various pipes, and the concrete shelf between channels shall be smoothly finished and warped evenly with slopes to drain towards the manhole outflow. Channels for manholes shall be constructed with non-shrinking mortar. Mortar shall be composed of approximately one part Type II Portland Cement, 1'/2 to 2 parts sand, and 2 to 3 fluid ounces of water-reducing retarder per sack of cement. Sand, cement, and water shall be as specified for concrete. Water-reducing retarder shall meet ASTM C494 specification for chemical admixture for concrete. (August 2016, City of Auburn GSP) Add the following new section: 7-05.3(6) New Castings Where new castings are indicated to be installed on existing structures in the Plans, the Contractor shall furnish and install new castings of the type specified. Casting shall include frame and grate, or ring and cover and new adjustment section(s) as necessary to set the casting to final grade. Install to the finished grade as shown. Salvaged castings shall be cleaned and delivered to the City of Auburn as specified in Section 2-02.3(5) (Salvage). 7-08 General Pipe Installation Requirements 7-08.1 Description (January 2017, City of Auburn GSP) Delete this section and replace it with the following: This information shall cover the general requirements for installing culverts, storm sewers, sanitary sewers, and water mains. The Contractor shall also follow all provisions of Sections 7-02 (Culverts), 7-04 (Storm Sewers), 7-09 (Water Mains), 7-17 (Sanitary Sewers), and 1-07.23 (Public Convenience and Safety) as it applies to the specific kind of work. In case of conflicting specifications between Section 7-08 and 7-09, the specifications of Section 7-09 shall take precedence for the installation of water mains and appurtenances. 7-08.2 Materials (January 2018, City of Auburn GSP) Delete this section and replace it with the following: Issued January 2021 City of Auburn Engineering Construction Standards Page 7-4 Page 142 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM EWER , SANITARY SEWERS, WATER MA KS, AND CONDUITS Imported bedding, backfill and foundation material shall meet the requirements of the following sections: Pipe Zone Bedding and Select Trench 9-03.9(3) (Crushed Surfacing) Backfill Pipe Foundation Material 9-03.10 (Aggregate for Gravel base) Imported Pipe Trench Backfill 9-03.14(1) (Gravel Borrow) Controlled Density Fill for Trench Backfill 2-09.3(1)E (Backfilling) 7-08.3 Construction Requirements 7-08.3(1) Excavation and Preparation of Trench 7-08.3(1)A Trenches (April 2017, City of Auburn GSP) The second sentence of the third paragraph is deleted. (January 2018, City of Auburn GSP) The first sentence of the eighth paragraph is deleted and replaced with the following: If any of the excavated (also referred to as native) material meets the specifications of material listed in Section 7-08.2 (Materials), the Engineer may require that native material, in the quantity required, be selectively removed, stockpiled separately, and used as pipe zone bedding, foundation material, or trench backfill instead of the quantities of pipe zone bedding, foundation material, or trench backfill respectively. 7-08.3(1)B Shoring (January 2017, City of Auburn GSP) Supplement this section with the following: Shoring shall meet the requirements of Section 2-09.3(3)D (Shoring and Cofferdams), the Occupational Safety and Health Act (OSHA), and the Washington Industrial Safety and Health Act of 1973 (WISHA), Chapter 296-155 WAC, and RCW Chapter 49.17, shall apply to all excavation, trenching and ditching operations on this project. All trenches four (4) feet and over in depth shall be shored in compliance with applicable Federal and State regulations. Extra Excavation Class B will be allowed only with the approval of the Engineer. 7-08.3(2)B Pipe Laying — General (January 2017, City of Auburn GSP) Supplement this section with the following: The Contractor shall use neat, vertical full-depth saw cuts for trenching through existing asphalt or cement concrete pavement surfaced areas. All pipe shall be neatly cut using an approved mechanical cutter without causing damage to the pipe. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-5 Page 143 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-08.3(2)G Jointing of Dissimilar Pipe (January 2017, City of Auburn GSP) Supplement this section with the following: Where new pipe is connected to existing pipe, the Contractor shall verify the type of existing pipe and join pipes with a pipe adapter specifically manufactured for joining the pipes involved. (August 2016, City of Auburn GSP) Add the following new section: 7-08.3(2)J Joining High Density Polyethylene Pipe (HDPE) Pipe Sections of HDPE shall be joined into continuous lengths on the job site above ground. The joining shall be the butt fusion method and shall be performed in strict accordance with the pipe manufacturer's recommendations. The butt fusion equipment used in the joining procedures shall be capable of meeting all conditions recommended by the pipe manufacturer, including but not limited to, temperature requirements of 400 degrees F, alignment, and 75 psi interfacial fusion pressure. (August 2016, City of Auburn GSP) Add the following new section: 7-08.3(2)K Packaging, Handling, Storage High Density Polyethylene Pipe (HDPE) Pipe The manufacturer shall package the pipe in a manner designed to deliver the pipe to the project neatly, intact, and without physical damage. The transportation carrier shall use appropriate methods and intermittent checks to insure the pipe is properly supported, stacked, and restrained during transport such that the pipe is not nicked, gouged, or physically damaged. Pipe shall be stored on clean, level ground to prevent undue scratching or gouging of the pipe. If the pipe must be stacked for storage, such stacking shall be done in accordance with the pipe manufacturer's recommendations. The handling of the pipe shall be done in such a manner that it is not damaged by dragging over sharp objects or cut by chokers or lifting equipment. Sections of pipe having been discovered with cuts or gouges in excess of 10% of the wall thickness of the pipe shall be cut out and removed. The undamaged portions of the pipe shall be rejoined using butt fusion joining method. Fused segments of pipe shall be handled so as to avoid damage to the pipe. When lifting fused sections of pipe, chains or cable type chokers must be avoided. Nylon slings are preferred. Spreader bars are recommended when lifting long fused sections. Care must be exercised to avoid cutting or gouging the pipe. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-6 Page 144 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS (August 2016, City of Auburn GSP) Add the following new section: 7-08.3(2)L Dewatering Trenches Where water is encountered in the trench, it shall be removed during pipe-laying operations and the trench so maintained until the ends of the pipe are sealed and provisions are made to prevent floating of the pipe. Trench water or other deleterious materials shall not be allowed to enter the pipe at any time. "Normal Trench Dewatering" is defined as dewatering methods occurring in, or directly adjacent to, the trench, including trash pumps, sump pumps, or other methods in the excavated areas. "Normal Trench Dewatering" does not include a dewatering system such as well points, well screens, or deep wells. All "Normal Trench Dewatering" work associated with maintaining a trench suitable for pipeline construction will be included in the cost of the pipes or other facilities being installed. Where groundwater cannot be removed using "Normal Trench Dewatering" methods, the Contractor shall provide a dewatering system that will be used to lower the water table 2 feet below the depth of excavation. See Section 8-05 (Dewatering System) for dewatering system requirements. The dewatering plan must be received 10 calendar days prior to dewatering operations and approved by the Engineer before underground utility installation begins. 7-08.3(3) Backfilling (January 2017, City of Auburn GSP) Supplement this section with the following: The Engineer may require "Controlled Density Fill" where uniform compaction around other utilities, foundations or other fixed objects is not possible. 7-08.3(4) Plugging Existing Pipe (January 2018, City of Auburn GSP) Delete this section and replace it with the following: All existing sanitary sewer, storm, and drain pipes shown on the Plans to be abandoned and plugged, shall be plugged on the inlet and outlet ends for a distance of three times the diameter with Class 3000 cement concrete. Care shall be used in placing the concrete in the pipe to ensure that the openings are completely filled and thoroughly plugged. All existing water pipes shown on the Plans to be abandoned and plugged, shall be plugged on the ends with Mechanical Joint plugs. All existing sanitary sewer, storm, and water pipes shown on the Plans to be abandoned and filled, shall be filled with concrete that has a compressive strength of 1,500 psi or less for the entire length of pipe specified. The Contractor shall seal abandoned or filled pipe connections at manholes or catch basins with Class 3000 cement concrete and grout to provide a smooth, watertight seal. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-7 Page 145 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS (November 2019, City of Auburn GSP) Add the following new section: 7-08.3(5) Pipe Trench Restoration Trenches excavated as part of a new street construction shall be completed to subgrade before placing surfacing materials and sidewalks. Final restoration will be completed with the street surfacing. In existing streets, sidewalks and other native or landscaped areas, the restoration shall be to a minimum of the existing adjacent surfaces. Asphalt and cement concrete pavement, sidewalks, etc., shall be replaced upon a firm unyielding base to match existing surface thickness. Unless otherwise shown on the plans, the minimum asphalt concrete pavement replacement section shall be 2 inches thick. 7-09 Water Mains 7-09.1 Description (January 2017, City of Auburn GSP) Supplement this section with the following: The Contractor shall also follow the requirements of Section 7-08 (General Pipe Installation Requirements). In case of conflicting specifications between Section 7-08 and 7-09, the specifications of Section 7-09 shall take precedence for the installation of water mains and appurtenances. 7-09.2 Materials (January 2018, City of Auburn GSP) Delete `Aggregates' and the reference sections pertaining to Foundation Material, Gravel Backfill for Pipe Zone Bedding, Pipe Zone Bedding, and Trench backfill, from the list in the first paragraph. Supplement this section with the following: Ductile Iron Pipe per Section 9-30.1(1) with Ductile Iron Fittings per Section 9-30.2(1) shall be the only pipe and fitting materials allowed for water systems owned by the City of Auburn. 7-09.3(10) Backfilling Trenches (January 2017, City of Auburn GSP) Supplement this section with the following: Water mains shall be installed with 42-inch minimum finished pipe cover, unless the Engineer determines less cover is adequate where existing facilities, not to be relocated, might interfere with the pipe laying operation. 7-09.3(13) Handling of Pipe (January 2017, City of Auburn GSP) Issued January 2021 City of Auburn Engineering Construction Standards Page 7-8 Page 146 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS Supplement this section with the following: Strict adherence to the requirements preventing debris from entering the pipe will be required, including plugging of pipe during transport, storage, and placement. If, in the opinion of the Engineer, any pipe or fitting has been installed with dirt, foreign material, or diesel residue in it, it shall be removed, cleaned, and re-laid at Contractor expense. 7-09.3(19) Connections 7-09.3(19)A Connections to Existing Mains (January 2017, City of Auburn GSP) Supplement this section with the following: The Contractor shall field verify all existing piping, dimensions, and elevations to ensure proper fit prior to any connections being made to existing mains. 7-09.3(19)B Maintaining Service (January 2017, City of Auburn GSP) Supplement this section with the following: Water main shut-offs shall be in accordance with Section 1-07.17(1) (Disruption to City Water Services). 7-09.3(21) Concrete Thrust Blocking (January 2018, City of Auburn GSP) Supplement this section with the following: Where trench conditions are such that thrust restraint is not accomplishable with concrete, the Contractor shall provide restrained joints in accordance with Section 9-30.2(6) (Restrained Joints) to replace or supplement concrete blocking or anchors. Supplement and replacement restrained joints shall be provided as recommended by the manufacturer and approved by the Engineer. 7-09.3(23) Hydrostatic Pressure Test (January 2017, City of Auburn GSP) Supplement this section with the following: Add the following sentence at the beginning of the first paragraph: Hydrostatic tests shall be made on all new pipeline in accordance with the applicable portions of this Standard Specification and ANSI/AWWA C600, except as modified in this document. Add the following sentence between the first and second sentence of the first paragraph: Test pressures shall not exceed the rated pressure of the valves when the pressure boundary of the test section includes closed, resilient-seated gate valves or butterfly valves. Add the following sentence at the end of the second paragraph: Sections of pipe between valves shall be pressure tested immediately upon completion of each section. Each section shall be immediately backfilled upon the Engineer approving the hydrostatic pressure test results. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-9 Page 147 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-09.3(24) Disinfection of Water Mains (November 2019, City of Auburn GSP) Supplement this section with the following: The City will take bacteriological test samples. The Contractor shall insert corporation stops in the main at all locations required to take bacteriological test samples. If original test samples prove unsatisfactory, a charge of $100.00 will be made for processing each additional sample. 7-09.3(24)J Preventing Reverse Flow (January 2017, City of Auburn GSP) Supplement this section with the following: Prior to beginning the water main installation, the Contractor shall prepare a Prevention of Reverse Flow Plan per Section 1-06 (Control of Material), showing the intended method, in detail, which will be incorporated to insure the prevention of reverse flows from entering the existing distribution system. The plan shall meet the requirement of WAC 246-902-490. The Contractor shall consider this plan as a submittal, and submit it per the specifications in Section 9-38 (Submittal Approval). The Engineer must approve this plan prior to the Contractor starting work on the water main. 7-09.3(24)N Final Flushing and Testing (January 2017, City of Auburn GSP) Supplement this section with the following: Accomplish line flushing in accordance with the latest provisions of AWWA C601. Flush all dead end mains with a temporary blow off. The Contractor is responsible for disposal of water flushed from the line. An approved bacteriological test is required before connection to the existing system. The City will measure water consumed for flushing. The Contractor shall submit a de-chlorination plan per Section 1-06 (Control of Material) indicating how chlorine concentration and pH adjustment will be achieved per this Section. All costs to submit the plan shall be included in the unit contract price per linear foot of pipe. 7-12 Valves for Water Mains 7-12.3 Construction Requirements (January 2018, City of Auburn GSP) Add the following new section: 7-12.3(2) Adjust Valve Boxes The Contractor shall adjust water valve boxes to finish grade as specified in the Plans and in accordance with the applicable City of Auburn Standard Details. Water valve boxes shall be accessible at all times. Valve boxes shall not be adjusted to finish grade until the asphalt paving is completed, at which time, each valve box shall be carefully relocated from references previously Issued January 2021 City of Auburn Engineering Construction Standards Page 7-1 Page 148 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS established by the Contractor. The pavement shall be cut in a restricted area and the base material removed to permit adjustment. The base materials and crushed rock shall be removed and Class 3000 cement concrete shall be placed so that the entire volume of the excavation is replaced to within, but not to exceed 6 inches of the finished pavement surface. A quick setting admixture shall be added to the cement concrete backfill. Once the valve boxes have been adjusted to finished grade and the cement concrete backfill has cured (the day following placing the cement concrete), HMA Class '/z-inch shall be placed and compacted with hand tampers and a patching roller within 48 hours. (August 2016, City of Auburn GSP) Add the following new section: 7-12.3(3) Combination Air Release/Air Vacuum Valve Assembly "Combination Air Release/Air Vacuum Valve Assembly" shall be constructed at locations shown on the Plans and shall be a minimum of 1 inch diameter in accordance with the applicable City of Auburn Standard Detail(s). (August 2016, City of Auburn GSP) Add the following new section: 7-12.3(4) Valve Wrench Extension Box The Contractor shall furnish and install valve wrench extension boxes where the valve nut will exceed 48 inches below the top of the finished valve box and finish grade, where shown on the Plans, in accordance with the applicable City of Auburn Standard Detail(s) for deep buried valves. 7-14 Hydrants 7-14.3 Construction Requirements (January 2017, City of Auburn GSP) Supplement this section with the following: A type 2BB Blue Raised Pavement Marker(s) is required at each hydrant location. Location of the blue marker shall be 1-foot offset of centerline in the direction of the hydrant at each hydrant location. Hydrants located within 50-feet of the curb face of an intersection shall be marked on both streets. The reflective surfaces of the raised pavement markers shall be perpendicular to the flow of traffic. The Raised Pavement Markers shall be installed in accordance with Section 8-09 (Raised Pavement Markers). 7-14.3(1) Setting Hydrants (January 2017, City of Auburn GSP) Delete this section and replace it with the following: Where shown in the Plans, the "Hydrant Assembly" shall be installed perpendicular to the supply main. A 6-inch resilient-wedge gate valve with valve box in accordance with Section 7-12 (Valves for Water Mains) shall be installed on each hydrant supply line. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-11 Page 149 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS All hydrants shall be inspected upon delivery in the field to ensure proper working order. After installation, fire hydrants, auxiliary gate valves, and other appurtenances thereto shall be subjected to a hydrostatic test and disinfection procedures as specified in Section 7-09 (Water Mains). After installation each hydrant shall receive 2 field-coats of paint. The first coat shall be Formula B-1-57 iron oxide, and the second coat shall be Safety Yellow Enamel conforming to Federal Specification TT-E-489C Enamel, Alkyd, Gloss, Federal Color No. 1063. The outside surface below the ground shall be coated with asphalt varnish. During the chlorination process for the newly laid pipe, all valves associated with each hydrant assembly shall be operated while the pipeline is filled with the chlorinating agent and under normal operating pressure. Any hydrant not in service shall be identified by covering with a burlap or plastic bag properly secured. 7-14.3(4) Moving Existing Hydrants (January 2018, City of Auburn GSP) Supplement this section with the following: Existing hydrants shall be moved where shown in the Plans. Moving existing hydrants shall include removal of all component parts from the water main to the hydrant. The Contractor shall provide and install the following new components at the new hydrant location shown on the Plans: • Special Class 52 Ductile Iron pipe; • 6 inch tee or tapping tee and gate valve with box; • Restraint system; • Blocking. 7-15 Service Connections 7-15.2 Materials (November 2019 City of Auburn GSP) Replace the reference to Service pipe from the list of materials and replace with the following: Service Pipe & Tail Piece 9-30.6(3)B (Service Pipes) All water service materials shall be low lead brass CDA89833 or CDA89520, and shall meet ANSI/AWWA C800 and NSF 61 Annex G maximum lead requirements. 7-15.3 Construction Requirements (January 2017, City of Auburn GSP) Supplement this section with the following: Issued January 2021 City of Auburn Engineering Construction Standards Page 7-12 Page 150 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM EWER SANITARY SEWERS, WA �TER MA KS, AND CONDUITS Water service connections shall be installed where shown on the drawings in accordance with these documents and the applicable Standard Details. Multiple service connections to the same main must be made with a 2 foot minimum separation at the main and be staggered horizontally, so that adjacent services are at differing elevations along the pipe. Meter box and water meters shall not be placed in locations which are subjected to vehicular traffic (including driveways, etc.) unless approved by the Engineer and a traffic bearing meter box is provided. Tail pieces (that portion of the service line between the meter and the property line) shall be furnished and installed and shall be of the same material and size as the service line. Connection of the tail piece to the service line from the building shall be made with compression couplings or capped as appropriate. Service pipes shall be installed without joints from the water main to the curb valve near or within the meter box. Tailpieces shall also be installed without joints from the water meter outlet to its termination (18 inches minimum beyond the meter but not beyond the right-of-way line). The existing 3/4-inch water meter shall be reinstalled to the new meter setter once the new 1-inch service line, meter setter, and tailpiece, have been installed and the new meter box has been adjusted to grade. All new materials (service line, meter setter, tailpiece, and meter box) shall be used for water meter relocations. Materials shall match existing size unless otherwise shown on the Plans. When removing existing meters, the Contractor shall protect all automated meter reading equipment including radios, receivers/transmitters, and other equipment. The removed meters/equipment will be stored in such a manner to prevent damage to the equipment. The Contractor will request and complete training from City staff on proper measures and techniques required to protect the equipment prior to removing any equipped meters. 7-17 Sanitary Sewers 7-17.2 Materials (December 2018, City of Auburn GSP) Delete this section and replace it with the following: Materials shall be in accordance with following Sections: Solid Wall Polyvinyl Chloride (PVC) 9-05.12(1) (Solid Wall PVC Culvert Pipe, Sanitary Sewer Pipe, SDR-35 Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Polyvinyl Chloride (PVC) Sanitary Sewer 9-05.12(1) (Solid Wall PVC Culvert Pipe, Pipe, SDR-21 Solid Wall PVC Storm Sewer Pipe, and Solid Wall PVC Sanitary Sewer Pipe) Ductile Iron, Special Class 50 Sanitary 9-05.13 (Ductile Iron Sewer Pipe) Sewer Pipe High Density Polyethylene Sanitary Sewer 9-05.23 (High Density Polyethylene Pipe Pipe (HDPE) (HDPE)) The laying length for PVC (SDR-35) shall not exceed 14 feet. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-1 Page 151 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-17.3 Construction Requirements 7-17.3(1) Protection of Existing Sewage Facilities (January 2017, City of Auburn GSP) Supplement this section with the following: Connections to the existing system shall be plugged during the entire period of sewer construction to prevent dirt, water, and debris from entering the existing system 7-17.3(2) Cleaning and Testing 7-17.3(2)A General (August 2016, City of Auburn GSP) Delete the first paragraph and replace with the following: Sewers and appurtenances, where required in the Plans, shall be cleaned and tested after backfilling by the low pressure air method except if the Engineer approves hydrostatic testing of short sections of small diameter pipe. (January 2017, City of Auburn GSP) Supplement this section with the following: Before final acceptance, the Contractor shall have all sewer lines inspected by the use of a television camera per Section 7-17.3(2)H (Television Inspection). Manholes and other structures shall be cleaned and tested per Section 7-07 (Cleaning Existing Drainage Structures). Special sealants shall not be used to seal leaks and the use of any such materials will be cause for rejection of the sewer lines. 7-17.3(2)C Infiltration Test (January 2017, City of Auburn GSP) Revise the second sentence of the second paragraph to read: "Maximum leakage (in gallons per hour)" = 0.16 x x D x i6 100 7-17.3(2)F Low Pressure Air Test for Sanitary Sewers Constructed of Non Air-Permeable Materials (January 2017, City of Auburn GSP) Supplement this section with the following: If the test shows zero leakage after a five minute test time, the Engineer has the authority to accept and end the test immediately. Cleaning and testing of pipes and structures shall be included in the unit contract prices for those items installed. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-14 Page 152 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-17.3(2)H Television Inspection (May 2019 City of Auburn GSP) Delete this section and replace it with the following: The Contractor shall be responsible for having all sewer lines installed by the Contractor inspected by City approved private inspection services that includes the use of a television camera. An approved list of inspection services may be obtained from the Engineer. After completion of the following, authorization from the City shall be required before the Contractor can perform the initial television camera work: 1. The acceptable placement of applicable pipe, ballast, bedding, and backfill material. 2. The acceptable completion of all applicable channels and grout work. 3. The acceptable debris removal, cleaning, and flushing of all applicable pipes and structures. The television inspection requirements shall include the provisions of: 1. The television camera shall be a pan and tilt camera system specifically designed and constructed for sewer environments. 2. A dye solution to be introduced in sufficient quantity to travel from the structure that is the highest point of inspection to the downstream terminus of the inspection limits. Red or purple dye shall be used for PVC pipe and green dye for ductile iron and concrete pipe. 3. A one-inch reference ball to be mounted to the camera in order to drag along the bottom of the pipe during the entire inspection procedure. 4. Linear measure references to be measured from the center of the beginning structure to the center of the next inline structure and include the direction of flow. The locations of lateral pipes and all distinctive pipe conditions shall be referenced to the centerline of the beginning structure. All structure references shall utilize the designated structure reference numbers shown on the Plans. The following television inspection information shall be provided to the City: 1. A clear color DVD or USB Flash Drive which encompasses the limits of the inspection area and including all reference data as described herein. The recorded reference time and date for the start of each run shall also be indicated. 2. A written report shall be provided corresponding to the recorded inspection and including all reference data as described herein. The report shall consist of a written narrative of all distinctive pipe conditions including ponding areas in excess of inch. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-1 Page 153 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-18 Side Sewers 7-18.3 Construction Requirements 7-18.3(1) General (January 2017, City of Auburn GSP) Supplement this section with the following: All joints shall be approved rubber-gasket joints except the joint between the new and existing pipe that shall be made with approved flexible transition couplings. Side sewers shall be installed to a minimum slope of two percent or as shown on the Plans unless otherwise directed by the Engineer and shall be 6-inches diameter from the street sewer to the private property line. Existing side sewers to be connected shall be trimmed to the limit of the right-of-way except where otherwise shown on the Plans and connected to the new sewer with PVC SDR-35 with a diameter to match the existing side sewer or 6 inches, whichever is greater. (August 2016, City of Auburn GSP). The third paragraph is replaced with the following: No joint deflections shall be allowed on side sewers. No horizontal bends shall be allowed in the right-of-way. Vertical bends require Engineer approval. 7-18.3(2) Fittings (January 2017, City of Auburn GSP) Delete this section and replace it with the following: Side sewers shall be connected (where shown on the Plans), using approved sewer saddle tees. Quantities of tees will vary depending upon conditions encountered. 7-18.3(3) Testing (January 2017, City of Auburn GSP) Supplement this section with the following: During construction in areas with more than one side sewer per structure, the Contractor shall test each connected structure to verify which side sewer is used by that structure. The test shall involve flushing every toilet or running every sink or tub on each floor of each structure and directly observing which side sewer the effluent discharges from. Only these side sewers shall be connected. All others are to be abandoned in place per Section 7- 08.3(4) (Plugging Existing Pipe). The Contractor shall be responsible for verifying all City customers originally connected to the sanitary sewer conveyance line are connected to the new sanitary sewer conveyance line. Prior to project completion the Contractor shall document to the City that all City customers have had their services re-established. All pipes for side sewer and sewer stubs (pipes not ending in a manhole) shall be adequately plugged or capped. Issued January 2021 City of Auburn Engineering Construction Standards Page 7-1 age 154 of 192 DIVISION 7: DRAINAGE STRUCTURES STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-19 Sewer Cleanouts 7-19.3 Construction Requirements (January 2018, City of Auburn GSP) Delete this section and replace it with the following: Sewer cleanouts shall be installed as indicated in the applicable Standard Details. END OF DIVISION 7 Issued January 2021 City of Auburn Engineering Construction Standards Page 7-17 Page 155 of 192 DIVISION 9: MATERIALS shall retrieve message MULTI strings, a map of defective pixels, the time and date, the event schedule, and configuration parameters. Message Library The control software shall store messages and transfer messages to a sign for storage and/or display. When a user desires to send a message to a sign, the control software shall offer as choices only those messages compatible with the sign in question. The control software shall allow message names of up to 25 characters in length. If the selected name already exists, the software shall notify the user and give the option of replacing the existing message or selecting another name. The control software shall display all character fonts supported by the Variable Message Sign System. Messages shall be displayed on the computer monitor in exactly the same format (font, text centering and justification) as on the Variable Message Sign. Software Duplication Rights The City of Auburn shall have the right to duplicate the Variable Message Sign Control Software as needed for use in controlling signs under its jurisdiction. Documentation The Contractor shall furnish 1 copy of the Control Software user manuals to the Engineer. In addition, 2 sets of the software, installation program, instructions and user manual shall be furnished on CD ROM or diskettes to the Engineer. 9-30 Water Distribution Materials 9-30.1 Pipe 9-30.1(1) Ductile Iron Pipe (February 2018, City of Auburn GSP) The third sentence of the first paragraph in the list is revised to read: All other ductile iron pipe shall be Special Thickness Class 52. 9-30.2 Fittings 9-30.2(1) Ductile Iron Pipe (September 2020, City of Auburn GSP) Supplement this section with the following: All pipe fittings, adapters and joints for ductile iron pipe shall be ductile iron designed to AWWA Specification (unless otherwise approved in writing by the Engineer) with sufficient tangent at the ends to allow for proper joint connections and shall be coated to give them protection equal to that of the pipe. Field fabricated fittings will not be permitted. Flexible couplings shall be of the style as required for specific application. Issued January 2021 City of Auburn Engineering Construction Standards Page 9-2 Page 156 of 192 DIVISION 9: MATERIALS 9-30.2(6) Restrained Joints (September 2020, City of Auburn GSP) Delete this section and replace it with the following: Bolted restrained joint (R.J.) fittings shall be Megalug RomaGrip, Star, or approved alternate. All welding associated with the restraint system shall be performed in the pipe manufacturer's shop. No field welding will be permitted. Mechanical joint restrain systems shall meet the following requirements: Restrainers shall be manufactured of ductile iron and shall meet or exceed all the requirements of ANSI A21.11 (AWWA C111) and ASTM A536. The restrainer system shall provide anchoring ductile iron pipe and fittings, valves and PVC pipe to mechanical joint pipe or fittings, or bell to spigot PVC pipe joints. The restrainer shall accommodate the full working pressure rating of the pipe plus surge allowance. In the assembly of the restrain device, the contractor shall tighten the bolts to the correct torque range as recommended by the restraint manufacturer. The restrainers shall be painted black for ductile iron pipe and painted red for PVC pipe applications. The restraining device shall not damage or lower the working pressure of the pipe installed. Restrainers shall be properly stored to minimize sand and debris build-up. Specifically, the twist-off-screws and associated threads shall be clean (free of sand) prior to installation. Restrainer specifically for ductile iron pipe may be restrained by utilizing a joint restraint gasket which includes a stainless steel locking segment vulcanized into the rubber gasket. The gasket shall be rated for operating pressures up to 250 psi based on the performance requirements of ANSI/AWWA C111/A21.11. 9-30.3 Valves 9-30.3(1) Gate Valves (3-inches to 16-inches) (December 2020, City of Auburn GSP) Delete this section and replace it with the following: Resilient wedge gate valves shall be used on all 12 inch and smaller water lines and shall be manufactured by Clow, Kennedy, American Flow Control, Waterous, M&H or Mueller with epoxy-coated valve interiors. The valves shall conform to ANSI/AWWA Specifications C509 or C515 with a 200 psi working pressure rating (minimum). They shall be iron bodied, bronze-mounted, non-rising stem and counterclockwise opening with a 2 inch square operating nut. All valves on the fire hydrant line(s) shall be 6 inch diameter mechanical joint by flange. All other valves shall be either mechanical joint by flange or Mechanical joint shackled to tees or crosses. Valve stems shall be provided with 0-ring seals. 9-30.3(3) Butterfly Valves (December 2020, City of Auburn) Supplement this section with the following: Butterfly valves conforming to AWWA Specification C504, Class 150B shall have Mechanical joint ends and be rated at 150 psi or higher working pressure and shall be manufactured by Mueller, Clow, M&H, or Kennedy. Operator shall have standard AWWA 2 inch square nut. Issued January 2021 City of Auburn Engineering Construction Standards Page 9-27 Page 157 of 192 DIVISION 9: MATERIALS 9-30.3(4) Valve Boxes (February 2018, City of Auburn GSP) Supplement this section with the following: Valve boxes shall be two-piece, adjustable, cast-iron (with additional extension pieces, if necessary), as manufactured by the Olympic Foundry Company, East Jordan Iron Works, or approved equivalent, with a minimum inside diameter of 5 inch. The word "WATER" shall be cast in relief on the top of all valve box covers. In addition, the letters "NC" shall be cast in place on valve box covers for those valves that are normally closed. Valve box covers shall have a deep skirt. 9-30.3(8) Tapping Sleeve and Valve Assembly (January 2017, City of Auburn GSP) Supplement this section with the following: Tapping sleeves and valves shall conform to the following: 1. For wet taps on mains 12 inch diameter and larger or size-on-size, the tapping sleeve shall be the full M.J. type, cast-iron, twin seal as manufactured by Mueller, Tyler, Taylor, M&H, or epoxy-coated fabricated- steel, as manufactured by JCM, Rockwell or approved equivalent; 2. For wet taps on mains 10 inch diameter and smaller, or at least 2 inch diameter smaller than the main size, the tapping sleeve shall be the wraparound style, stainless steel or epoxy-coated fabricated-steel, or cast- iron M.J. as manufactured by Romac, Ford, M&H, Rockwell, Smith Blair, or approved equivalent. 9-30.5 Hydrants (September 2020, City of Auburn GSP) Supplement this section with the following: Fire hydrants shall have two 21/2 inch hose ports (National Standard Thread) and one 4'/2 inch pumper port (National Standard Thread) with caps and no chains, 11% inch pentagonal operating nut (counterclockwise) opening, 0-ring-type stuffing box, automatic barrel drain, and 5'/4 inch valve opening. Hydrants shall be equipped with a 5 inch Storz adapter with blind cap, or approved equivalent. Hydrants shall conform to the latest revision of AWWA Specification C502 for dry-barrel fire hydrants for ordinary water service. Hydrants shall be Mueller "Super Centurion 250" or M&H Style 129. (August 2016, City of Auburn GSP) Supplement Division 9 with the following new section including subsections: Issued January 2021 City of Auburn Engineering Construction Standards Page 9-2 Page 158 of 192 PART 2: STANDARD DETAILS TABLE OF CONTENTS NAME I NUMBER I GENERAL DETAILS JI BANNER DETAIL G-01 TEMPORARY CONSTRUCTION SITE SIGN BOARD (4'x4') G-02 TEMPORARY H.U.D. CONSTRUCTION SITE SIGN BOARD (4'x4') G-04 TEMPORARY CONSTRUCTION SITE SIGN BOARD (8'x4') G-05 WSDOT STANDARD PLANS (INCLUDED BY REFERENCE ONLY) PULL BOX (CITY TELECOMMUNCATIONS PULL BOX) J-90.10 SMALL CABLE VAULT(CITY TELECOMMUNCATIONS SPLICE VAULT) J-90.21 TEMPORARY EROSION AND SEDIMENT CONTROL(TESC) DETAILS For additional TESC details and figures see the City of Auburn SWMM TEMPORARY CONSTRUCTION ENTRANCE/EXIT E-01 SILT CONTROL FENCE E-02 CATCH BASIN INLET PROTECTION E-03 ALTERNATE CATCH BASIN INLET PROTECTION E-04 GRADING/EROSION DISCHARGE CONTROL STRUCTURE E-05 TRAFFIC DETAILS ] TYPICAL PIPE TRENCH BACKFILL T-01 EXISTING ROADWAY RESTORATION OF UTILITY TRENCHES T-02 EXISTING ROADWAY RESTORATION OF UTILITY TRENCHES IN INTERSECTION T-02A TYPICAL BOLLARD INSTALLATION T-03 DRIVEWAY WIDTHS AND LOCATION T-04 ADJUSTMENT OF NEW AND EXISTING UTILITY STRUCTURES TO FINISH GRADE T-05 STREET TREE IN LANDSCAPE STRIP T-06 NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT(N.D.C.B.U.) INSTALLATION T-07 NEIGHBORHOOD DELIVERY& COLLECTION BOX UNIT(N.D.C.B.U.) SINGLE UNIT T-08 NEIGHBORHOOD DELIVERY& COLLECTION BOX UNIT(N.D.C.B.U.) MULTIPLE UNITS T-09 POURED IN PLACE MONUMENTTYPE 'B' MODIFIED T-11 POURED IN PLACE MONUMENTTYPE 'B' MODIFIED (ASPHALT) T-11A DOUBLE CENTERLINE WITH RAISED PAVEMENT MARKERS T-12 CEMENT CONCRETE SIDEWALK WITH LANDSCAPE STRIP T-13 PERVIOUS CEMENT CONCRETE SIDEWALK T-14 CEMENT CONCRETE SIDEWALK WITHOUT LANDSCAPE STRIP T-15 BICYCLE LANE MARKINGS T-17 LUMINAIRE AND CONDUIT LAYOUT DETAIL T-18 LUMINAIRE POLE T-19 UNIFORM LUMINAIRE WIRING DETAIL T-20 POWER SERVICE CABINET DETAIL T-21 TRAFFIC SIGNAL CONTROLLER & FOUNDATION DETAIL T-22 TELECOMMUNICATION AND LUMINAIRE ELECTRICAL TRENCH T-23 TYPICAL SIGN POST INSTALLATION T-24 City of Auburn Paae 159 Of 192 Issued January 2021 Engineering Construction Standards art 2,Page 1 NAME NUMBER I MAST ARM MOUNTED, STREET NAME SIGN DETAIL T-25 POST MOUNTED, STREET NAME SIGN DETAIL T-26 REPAIR OF EXISTING CEMENT CONCRETE PANEL IN ROADWAY T-27 DOWNTOWN PEDESTRIAN POLE MOUNT LIGHTING STANDARD T-28,28A,28B LOCAL RESIDENTIAL ORNAMENTAL STREET LIGHTING STANDARD T-29 TYPICAL PLAN FOR TREE GRATE T-30 PRIVATE ACCESS ROAD/SHARED DRIVEWAY T-31 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB RETROFIT T-32 STREET TREE UNDERGROUND STABILIZATION T-33 STANDARD DRIVEWAY- OFFSET APRON T-34 ALTERNATE DRIVEWAY- INLINE (DROP) APRON T-35 STREET LIGHTING LAMP SCHEDULE T-37 DOWNTOWN DECORATIVE TYPE III COMBO LIGHTING & MAST ARM SIGNAL T-38 DOWNTOWN DECORATIVE LIGHT POLE T-39 "NO PARKING" SIGN T-40 CONCRETE TRAFFIC CURB & GUTTER TO HMA WEDGE CURB TRANSITION T-41 SPEED CUSHION DETAIL T-42 SPEED CUSHION PLAN T-42A DOWNTOWN PEDESTRIAN CROSSWALK T-43 DOWNTOWN BRICK PAVER BAND T-44 TYPICAL TRAFFIC BARRICADES T-45 POURED IN PLACE MONUMENT TYPE A MODIFIED T-46 CAST-IN-PLACE DUAL MOUNTABLE CEMENT CONCRETE TRAFFIC CURB T-47 SENSITIVE AREA SIGN COMMERCIAL AQUATIC T-48 WSDOT STANDARD PLANS (INCLUDED BY REFERENCE ONLY) RAISING BEAM GUARDRAIL DETAIL C-1 BEAM GUARDRAIL ANCHOR TYPE 2 C-6a CEMENT CONCRETE CURBS F-10.12 PARALELL CURB RAMP F-40.12 PERPENDICULAR CURB RAMP F-40.15 SINGLE DIRECTION CURB RAMP F-40.16 DETECTABLE WARNING SURFACE F-45.10 CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2,3, &4 F-80.10 LOCKING LID STANDARD JUNCTION BOX TYPES 1 & 2 J-40.10 TYPE 3 BARRICADE K-80.20 LEFT TURN CHANNELIZATION REDUCED TAPERS M-3.20 TWO-WAY LEFT TURN AND MEDIAN CHANNELIZATION M-3.40 DOUBLE LEFT-TURN CHANNELIZATION M-3.50 RIGHT TURN CHANNELIZATION M-5.10 BICYCLE LANE SYMBOL LAYOUT M-9.50 RAILROAD CROSSING LAYOUT M-11.10 CROSSWALK LAYOUT M-15.10 LONGITUDINAL MARKING PATTERNS M-20.10 City of Auburn Pac,�art 2 160 Of 192 Issued January 2021 Engineering Construction Standards 2,Page 2 NAME I NUMBER SYMBOL MARKINGS-TRAFFIC ARROWS FOR LOW-SPEED ROADWAYS M-24.40 SANITARY SEWER AND STORM DRAIN DETAILS SIDE SEWER STUB S-01 PRIVATE SANITARY SIDE SEWER CLEAN OUT S-02 PUBLIC SIDE SEWER CLEANOUT(8" OR LARGER) S-03 24" DIA. MANHOLE FRAME AND COVER S-04 RETROFIT EXISTING MANHOLE WITH INSIDE DROP S-05 EXTRA SHALLOW MANHOLE DETAIL S-06 MANHOLE AT END OF SANITARY SEWER LINE S-07 MANHOLE CHANNEL CONSTRUCTION S-08 FLOW RESTRICTOR S-09,9a COVERED CURB OPENING INLET S-10 WSDOT STANDARD PLANS (INCLUDED BY REFERENCE ONLY) CATCH BASIN TYPE 1 B-5.20 CATCH BASIN TYPE 2 B-10.20 MANHOLE TYPE 1 B-15.20 MANHOLE TYPE 2 B-15.40 COMBINATION INLET B-25.20 CONCRETE INLET B-25.60 CEMENT CONCRETE CURB AND GUTTER PAN F-10.16 WATER DETAILS l WATER MAIN BLOCKING W-01 TYPICAL AIR AND VACUUM RELIEF VALVE DETAIL W-02 2" PERMANENT BLOW OFF ASSEMBLY W-03 TEMPORARY BLOW OFF DETAIL W-04 WATER SAMPLING STATIONING DETAIL W-05 3/4"TO 2" IRRIGATION FROM DOMESTIC SERVICE LINE (SINGLE FAMILY) W-06 5 1/4" M.V.O. HYDRANT SETTING DETAIL W-07 FIRE HYDRANT LOCATION IN CUT OR FILL W/GUARD POSTS W-08 2" FIRE SPRINKLER LINES WITH 3/4" TO 2" DOMESTIC SERVICE LINE W-09 1" WATER SERVICE FOR 3/4" AND 1" METERS W-13 1 1/2" & 2" WATER SERVICE W-14 WATER METER LOCATION & MATERIAL SCHEDULE W-15 3" OR LARGER WATER METER INSTALLATION W-16,16a VALVE WRENCH EXTENSION BOX W-17 C.I. VALVE BOX TOP &VALVE BOX COVER W-18 5" C.I. SOIL PIPE VALVE BOX EXTENSION & C.I. VALVE BOX BOTTOM W-19 NON-SINGLE FAMILY SERVICE LINES W-20 TEMP. COMBINATION HYDRANT METER/ REDUCED PRESSURE BACKFLOW ASSY. W-21 REDUCED PRESSURE BACKFLOW ASSY. (OUTSIDE INSTALLATION) W-22 REDUCED PRESSURE BACKFLOW ASSY. (INSIDE INSTALLATION) W-23 DOUBLE CHECK VALVE ASSEMBLY (OUTSIDE INSTALLATION) W-24 DOUBLE CHECK VALVE ASSEMBLY (INSIDE INSTALLATION) W-25 City of Auburn Paae 161 Of 192 Issued January 2021 Engineering Construction Standards art 2,Page 3 BLIND FLANGE A BLINDo • OR SMALLER 0 0 FLANGE SIZE PIPE 0 *I, II �II�II 'lIs - 0 alI II 11,11H-BLIND =,� BLIND FLANGE • II FLANGE fi OR PLUG CAPPED CROSS UNBALANCED TEE TEE 0 90' BEND CROSS D.I. PIPE NOTE: HORIZ OR UPWARD VERT. BENDS SEE STD. DETAIL W-03 '-'l FOR TYPICAL BLOW OFF `, '`II ` 1 f ASSEMBLY. MAINTAIN 2" ,` �'i . N z - -• � CLEARANCE BETWEEN �I �� �I,. a 3" 0CdNCRE7E AND PIPEif, . 0 pi .co �'r i FOR PIPE SIZES UNDER i �� 12" USE 2 3/4" 0 HOT 11 1/4' BEND 22 1 /2' BEND #4 REINF. HOOP 18" DIPPED GALV. THREADED SHALL BE2" BELOW MIN. RODS FOR I2" & 14" USE TOP OF CONCRETE 4 3/4" 0 HOT DIPPED GALV. RODS TIE BACK BLOCK IIF DETAIL #5 REBAR '1,r� 3 x PIPE (EXTEND 2' 1 INTO CONCRETE) MINIMUM I BLOCK SHALL BE AGAINST ?:: 45' BEND UNDISTURBED EARTH I'• Z DOWNWARD VERTICAL BEND 4 3 PLASTIC CONC, BLOCK BARRIER SYMMETRICAL TOP & t BOTTOM THRUST BLOCK TABLE NOTES; MIN. BEARING AGAINST UNDISTURBED SOIL s. 1. BEARING AREA OF CONC. THRUST BLOCK IS BASED ON 200 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF PIPE 1 0 B 0 ff 2000 PSF. SIZE SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. >I 2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, 4" 3 3 2 2 2 3 PRESSURES, AND SOIL CONDITIONS. 6" 4 3 2 2 2 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND I 8" 7 5 4 2 2 HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING 1 8 AGAINST THE FITTING. 1 10" 11 6 6 3 2 4. THE BLOCK SHALL BEAR AGAINST THE FITTINGS ONLY 12" 16 11 9 5 3 H AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING 14" 22 15 12 6 3 UP AND DISMANTLING OF JOINT. 16" 29 20 16 8 4 5. THE CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE 18" 36 25 20 10 5 8 TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO 20" 45 32 24 13 6 CONTINUOUSLY WITHSTAND OPERATING PRESSURE _ UNDER ALL CONDITIONS OF SERVICE. 22" 54 38 29 15 8 6. USE 2" THICK STYROFOAM TO FORM THE CONCRETE 24" 64 45 35 18 9 e BLOCKING. PLASTIC SHALL BE INSTALLED BETWEEN ALL 28" 87 62 48 24 12 CONCRETE BLOCKING AND FITTINGS. 30• 101 71 55 28 14 7. RESTRAINED JOINTS ARE REQUIRED WHERE BEARING f 36" 145 102 78 40 20 SOILS OR FILL MATERIAL ARE DETERMINED BY THE ENGINEER TO BE UNSUITABLE TO PROVIDE ADEQUATE I 42" 197 139 107 55 27 S BEARING LOAD, OR THIS SOIL HAS BEEN DISTURBED. I 48" 257 181 140 71 38 E APPROVED BY CIT ENGIN E DATE: CITY01 F!` ,-. WATER MAIN 9i s'�1� WAS HL.00KINCPage 162 of 192 B COMMUNI DE CPMENT & PUBLIC WORKS DEPT. STANDARD DETAIL: W—01.1 fr,, " PATTERN, RETURN H 2" BEEHIVE STRAINER NOTE: FOR LOCATIONS WITHOUT GALV. CURB, AIR VAC. SHALL BE PLACED TEEL PIPE ON PROPERTY SIDE OF DITCH. IF NO ROOM IS AVAILABLE, INSTALL 2-2" 90° CULVERT IN DITCH WITH AIR VAC. ELBOWS, GALV. INFILL OVER CULVERT. 2„ X 1" REDUCER r - 1" STEEL PIPE dd 1" UNION N 1" STEEL PIPE 1" 90° ELBOW C.I. VALVE BOX & VALVE BOX , I 1" NIPPLE COVER, SEE STD. DETAIL W-18 _� �1„ BRASS , .:a. 04410/e; CLOSE . • : %. ;i i ' NIPPLE // , / 44:0111111**1-9\'w.•-w.•-w.c. .e �� j ' � •- � •� •� • • O, s•/.•/.•/e_Ec/.4 Ii; .m. „z 1 POLYETHYLENE •!i. , .•!' WITH TRACER WIRE ,•.•,. -�;!:j•4.04 i, 44.0% * *Ill 'I O, 1 X90° COUPLING . 1.! Z : y p:i MUELLER B-25008N 84 .��.-.�, .�._- -.� 1 • .aj%•. . •...0WV►/. 1" STRAIGHT 3 COUPLING,1" AIR & VACUUM --- 4'' MUELLER H15451N to, ��.VALVE, SCREWED APCO 4 PVC PIPE,3NO. 143C OR EQUAL NOTCHED AT 1" CURB VALVE,BOTTOM MUELLER B-20200Ne 1" BRASS 90° ELBOW 1" BRASS PIPE -I DIELECTRIC BRASS CORP. STOP s UNION MUELLER B-20045 0 NOTES: C 1. AIR VALVE TO BE INSTALLED IN 17" X 30" HUBBELL QUAZITE OR ARMORCAST METER C BOX W/ DUCTILE COVER, EAST JORDAN IRON WORKS (OR APPROVED EQUIVALENT). 11 2. BED WITH 3/4" WASHED ROCK, PASSING 1Y2" AND RETAINED ON Y4" MESH FOR DRAIN. m 3. POLYETHYLENE PIPE SHALL BE AS SPECIFIED IN SECTION 9-30.6(3) OF THE s CONSTRUCTION STANDARDS AND THE CONTRACT PROVISIONS. . 1 N 4. DIELECTRIC UNIONS ARE REQUIRED FOR JOINING DISSIMILAR MATERIAL TYPES. 0 N 5. MAINTAIN POSITIVE GRADE FROM MAIN TO VALVE. N 6. IN LIEU OF 2" BEEHIVE STRAINER, CONTACT CITY WATER DEPT. FOR LIST OF DOH 0 APPROVED STRAINERS. APPROVE CNGfNEER: DATE: arroF—f- TYPICAL AIR AND VACUUM `°" eet 01/05/2021 RELIEF VALVE DETAIL WASHINGTON Raga 10i f 102 o PUBLIC WORKS DEPARTMENT STANDARD DETAIL: W-uz.3 DOUBLE STRAP �- � SADDLE, SEE NOTE 2 TRACER WIRE, WATER SEE NOTE 4 TRACER WIRE MAIN CONNECTED TO SADDLE BOLT - '\ \ \ \\ \ \ r \ \ \ I o _I -_ , ' CAP OR 17"x30" HUBBELL QUAZITE OR ' / \ PLUG ARMORCAST METER BOX W/ LID (OR APPROVED EQUIVALENT) L UNDISTURBED GROUND PLAN 2" I.P.T. (FEMALE) X 2)/2" CONCRETE N.S.T. (MALE) ADAPTER & BLOCKING 2Y2" NST BRASS LUG CAP AS REQ'D TRACER WIRE, CI VALVE BOX PER SEE NOTE 4 STD. DETAIL W-18 z 2" BRASS PIPE .....: \ MUELLER, H-15428N I Y-, ,i �j/`�� STRAIGHT COUPLING i „ ,\< MIP x 110CTS OR ��_ FORD C84-77-Q-NL � ���� 00 z 3 STRAIGHT COUPLING �c7, oc' _)oU io�jo 0 2"-90° BRASS ELBOW D c + o cn. 3 \ - TRACER WIRE, » g \ SEE NOTE 4 2 GATE VALVE, THREADED W/ 2" OPERATING NUT, MUELLER B-2969N M 2" POLY PIPE, MUELLER A-2360N CORP. STOP W/ H-15451N LENGTH AS REQ'D, OUTLET COUPLING OR FORD SEE NOTE 1 10 CU. FT. WASHED ROCK m FB500-7-NL W/ C14-77-Q-NL PASSING 1)/2" AND RETAINED OUTLET COUPLING ON y4" MESH FOR DRAIN. z ELEVATION NOTES: U 7 1. 2" POLY PIPE SHALL BE AS SPECIFIED IN SECTION 9-30.6(3) OF THE CONSTRUCTION 13. STANDARDS AND THE CONTRACT PROVISIONS. u 2. SADDLE SHALL BE AS SPECIFIED IN SECTION 9-30.6(1) OF THE CONSTRUCTION STANDARDS AND THE CONTRACT PROVISIONS. N O 3. FOR LOCATIONS WITHOUT CURB, BLOWOFF SHALL BE PLACED ON PROPERTY SIDE OF THE DITCH. IF NO ROOM IS AVAILABLE, INSTALL CULVERT IN DITCH W/ BLOWOFF INFILL OVER CULVERT. 0 4. TRACER WIRE SHALL BE INSULATED #10 COPPER WIRE, BARED AT ENDS. 0 APPROVE CNG1NEER: DATE: �oF 2" PERMANENT BLOW OFF -�/ , 01/05/2021 AUBURN `'`� �` "" ASSEMBLY (� Y WASHINGTON �j'� 164, f 1 CZ PUBLIC WORKS DEPARTMENT STANDARD DETAIL: J W-0 3 DEAD END 17"x30" HUBBELL QUAZITE OR WATER MAIN ARMORCAST METER BOX W/ LID M.J. CAP WITH 2" (OR APPROVED EQUIVALENT) /— THREADED HOLE PROVIDE TEMPORARY 2" BRASS REMOVABLE THRUST NIPPLE p ' , BLOCKING ,— TRACER WIRE VARIES ._...7 2 —90° - II \ \\ \\ \ \ \ \I -:II•III"j4l= l BRASS ELBOW 2" POLY PIPE 2" BRASS PIPE,LENGTH SHALL BE (FIP x 110CTS 2" I.P.T. (FEMALE) x 2Y2" 6" MIN. OUTSIDE OF COUPLING) PLAN N.S.T. (MALE) ADAPTER & CONC. BLOCKING. 2Y2" NST BRASS LUG CAP TRACER WIRE CI VALVE BOX PER STD. DETAIL W-18 ;.� 2" BRASSTh-A WRAP END OF PIPE PIPE -' /vim/�� ASSEMBLY W/ 4 MIL. - • v</�j / PLASTIC SHEET PRIOR 'F �\ "°' t � TO POURING CONCRETE z THRUST BLOCKING co (BLOCKING NOT SHOWN (MIP x 110CTS COUPLING) - FOR CLARITY) � • a. �� •. 2"-90° _ \_ Ai i Doi 0,,' 1, 3 BRASS ° ° ��*4 �— 2"-90° BRASS ELBOW -Its ELBOW �� III ' _\ III I „ - TRACER 3 MIWIRE 2" GATE VALVE, THREADED ° 2" POLY PIPE, W/ 2" OPERATING NUT, TRACER WIRE LENGTH AS REQ'D MUELLER A-2360N CONNECTED (FIP x 110CTS 10 CU. FT. WASHED ROCK TO BOLT COUPLING) PASSING 1Y2» AND ELEVATION RETAINED ON Y4" MESH 1 FOR DRAIN. NOTES: 1. 2" POLY PIPE SHALL BE AS SPECIFIED IN SECTION 9-30.6(3) OF THE t CONSTRUCTION STANDARDS AND THE CONTRACT PROVISIONS. 2 1 2. TEMPORARY BLOWOFFS SHALL BE USED ON ALL DEAD END WATERLINES WITH N LOCATION OF BLOWOFF BOX AS SHOWN ON THE PLAN OR WHERE DIRECTED BY THE ENGINEER. N 3. TRACER WIRE SHALL BE INSULATED #10 COPPER WIRE, BARED AT ENDS. 4. GATE VALVE SHALL BE AS SPECIFIED IN SECTION 9-30.3(1) OF THE 2 CONSTRUCTION STANDARDS AND THE CONTRACT PROVISIONS. APPROVE CNG1NEER: DATE: �oF _ TEMPORARY BLOW OFF /`A" rep 01/05/2021 1�T c �- — NASHINGTON Rap 16 f 1 C2 s PUBLIC WORKS DEPARTMENT STANDARD DETAIL: W—u4.3 1O I (PAINTED le GREEN) �-, r ROADWAY 'i SIDEWALK 18"x18"x4" CONC. PAD FINISH GRADE 12" , CENTERED ! MIN. AROUND BASE NJ ' - ' .. 1 '*. '.1 r�.rii, ,ri..rf rf/5. ''.. ,,•''','/V,•,''''4 W/P.:///,',*/;AW/ 1 CI VALVE BOX PER STANDARD -----' DETAIL W-18 DIRECT TAP AWWA Z TAPER x 11 D CTS� — — L. (Lel fie O 0 v � rfn / ' ,/ 5; II NIPPLE LENGTH AS $ 0 NEEDED TO CLEAR 0 THREAD INTO r, .411111 \ VALVE BOX CURB VALVE a 0 MATERIAL LIST 45' MIN.J ITEM NO. DESCRIPTION FORD PART # MUELLER PART # 60' MAX. * 1 1" SADDLE I.P.T. MIPx110 CTS N/A N/A 1 SADDLE TAP 2 1" CORP STOP FB1000-4-Q B-25008N 3 1" TYPE K COPPER N/A N/A r. * SADDLES FOR 1/2" OR I 4 1" F1P COMPRESSION ADAPTOR C14-44-Q-NL H-15451N 2" PIPE TAPS SHALL BE 5 1" COMPRESSION x 1" MP C84-44-Q-NL H-15428N EPDXY COATED OR 6 1" BALL CURB FIP x FIP B11-444W-NL B-20200N E-COATED DUCTILE IRON W/ DOUBLE STAINLESS I 7 1" BRASS UNION N/A N/A s STEEL STRAPS & r I 8 1" BRASS NIPPLE N/A N/A NEOPRENE GASKETS. 9 1" 90' BRASS STREET ELL N/A N/A SADDLES SHALL HAVE I.P.S. FEMALE THREADS 10 KUPFERLE ECLIPSE #88-55 N/A N/A 3 NOTES; 1. ALL PIPE AND FITTINGS TO BE ASSEMBLED W/ TEFLON AND PIPE DOPE UNLESS OTHERWISE NOTED. 2. SERVICE LINES SHALL BE INSTALLED PERPENDICULAR TO THE WATER MAIN. 3. THE SERVICE LINE SHALL BE INSTALLED TO ALLOW FOR THE FAR SIDE OF THE SAMPLE STATION TO t BE INSTALLED IN THE ROW OR EASEMENT LINE, UNLESS OTHERWISE DIRECTED BY THE CITY. APPROVED BY CITY,QI EER: DATE: c V01 .::._,.:.u''..,% WATER SAMPLING J r • AIBP STATIONING QFTAIL l •c 6' .�Ce '7r y, / �Gr r'--- iV..;144rog ate 1AR f 1 Q9. PUBLIC WORKS EPARTV ENT ' STANDARD DETAIL: W-05.2 1 SHUTOFF VALVE INSTALL TEE AFTER UNION DOMESTIC WATER SERVICE METER DOMESTIC WATERLINE 7 7 rTO LANDSCAPE I)� IRRIGATION L TO WATER MAIN PROPERTY OWNER TO BACKFLOW INSTALL AND MAINTAIN PREVENTION VALVE AFTER "TEE" ASSEMBLY FJ c_L' • F, ROW, OR EASEMENT LINE 0 0 0 rn 0 PLAN NTS 0 0 0 0 0 NOTES: 0 1. BACKFLOW ASSEMBLY SHALL BE PER DESIGN STANDARDS. N O 2. THIS DETAIL IS APPLICABLE TO SINGLE FAMILY RESIDENCE ONLY. CN O O I APPROVED C NG1NEER: DATE: °E 3/4" TO 2" IRRIGATION FROM DOMESTIC `"• re 01/05/2021 N SERVICE LINE (SINGLE FAMILY) ASHINGTON f PUBLIC WORKS DEPARTMENT STANDARD DETAIL eW-Def31J2 Er w z ¢ u)ce ❑ 1— v} C� I0 z NW �nv0oz w NJ 0 w JZ < w U) Z a d Z � Z Wm n WZQ ¢ [17 J 0 w Z w '� Q �' 0 H F D Cr CO J n < an d d 0 Q U.�Z U U7 1_ -3 0 If) LA :-. w Z a < , W Li 0CL0 w 0� 0M1- pLiJ 0 U (a CLm � �JCI] _� �_ z HH CC I Z LT. ❑ z w W H a in E W - CL N CL r= w z I-E- 0 - �_ 2 < EaLi CI] Z I-LIg Z tit W Z if) W ❑ Ln n m Q Q p a L 1 W wW J ❑ m pC w a j \ Z ti W E~I] x ix L� W U CC � ¢ a w O Z C0 J Ur ZI- � � [l CL < Z Li_ _w¢ p z Q o r� w z ¢ W < 0 JC7 Wz Q CUT) U) fn C d 0 0 ( w Q 1-L.L EL ►, ac �� co� Z W ] a ia aJ ¢ 0 Q . W < J Z w J Y J I- Li Li_ U ❑ U n .D > Q W Q - J U] a U Cr Q w Q w a Z ❑ d U w m `-., Q w Z aZ `r-s — QU) - I 0a W J Cl- Z < f 7 .I ICI I _❑ J Q J ` UZ V} < W Z Er w O I Er w J > - CL Lior) n a� Ili 1- a W IN Q Q U7 ❑ Z 0 ❑ 0 J W a -1 W Z a Q W q N-) a u} ��r. p U U7 ¢ w En p °° Q W UZ _ Z wU) LU Ix > w �Up� I ¢ ¢ W $ H ❑ p_ inn> 7 LOOd H 0 � �. -z Vy � Q❑ '5,', } � Cr no W co U3 CL Q U C [' •: f W H Q U cc -1 U7 J o Z LW . W7 •,t Z R\;� .4. Y J Z Z ¢ ,,, = N Uy O LIJ •1 11, •±S4,A �` N in U) z m Z W 0 f� UD i:'i'' i ,, A IN e i ,.' H J Z co [r -�'- :fx4d��id N - ° � ' ow o �{ U7 Un Z U Y ! , i.. r: \ d —U/] ❑ Z IN o o ,. w p 0 N ( Q 1 cc N L31 o-� - - -. Q d W Z . E 1 1 BWflld \ U F w CN D Lc] -HZ f-' 1 ] - �.� \ ❑ 0 < 7 I U N 5 'N1W LU < czn �- � CO w m V) fi T .,sl ti ;`,>, ih. f . f` Y z mx � ¢ w o � � U Q w ¢ Er ~ QU cc Z U7 Q Cr D Z0 0 Z x U(------fr a Q Xco N 10 UU [! Z U} =ZU p in¢ QU UC L! U H Z w ?X Zm Zw� Z W HZ w v U N L3 6. F-' Z 0 Q ❑ W Q < f CYL w V) L � U w - < 0r ❑¢ . Nam 7 ❑ J a ❑ 0 < w Uz • CC Q z W i cr >- I >- ❑ W Z Li x ¢ r• Nz7W I o Zz < > wa` Q d p20 p _ a17 X Q p X W T Q nt 0 g in I co I w Er - 0 Z N r'7 4 LC} ID g, APPROVED )TY ENGIN ER: DATE: LITTc)r_ '.. 5 1/4" M.V.O. HYDRANT I I D0 P SETTING DE1Ige 168 of 192 LYASH INGTON C01�4,P 7 TTY VELOPMENT PUBLIC WORKS DEPT. STANDARD DETAIL: W-O7.2 ROCK WALL -.10— GUARD POST, 9" ROUND X 6'-0" LONG OR OPTIONAL REINFORCED CONCRETE, PER SECTION KEYSTONE BLOCKS 9-30.5(6) OF THE STANDARD SPECIFICATIONS TYPICAL OF 2. MIN. AREA OF LEVEL GROUND SURFACE FIRE HYDRANT SEE STD. DETAIL W-07 Vir i igi T ';d— . : _Tr_ — M , R r A 10 b a o1166 0,40 4' .,.'.;,\,.:\:-.,c -,,,c,;";,; :-..:\\..„ 5 RADIUS, •� � �� CLEAR DISTANCE I • � N EXISTING GUARD POST (ONLY GROUND PLAN WHEN SPECIFICALLY SURFACE 5' REQUIRED AS SHOWN MIN. 11 IN THE PLAN) 6%r GUARD POST _ , , ELEVATION ixr i I 0 -....... t( ' i 51 D _ N - co .. _ — MIN. -I I --4- ( . *">\\.- \/' \ ''‘' ' t . x fe/.>.., , w\-->r'K-<. -i›.›'-t,•• ,.. ,•.-- •:.=-- ' 1(--) 7 2"_4" I 1 Y .>--\\C— ,/:>1 —H „ r.":"..,_ 1 E I v Q7 Z N 6" CONC. SLAB `"� Y I-- -- --NI r i 4' X 4' MIN. = r i CUT Aiiik 1 'r a 1 ,F �'7; `!f NOTES: -cc ,,� ` l 1. SEE PLAN FOR WALLS o 6 ! � - z EXCEEDING 4'--0" IN w O HEIGHT. u) r ) / FILL CEXISTING GROUND `' SURFACE g APPROV AilER: 01/059 21 c'TM°r �� • FIRE HYDRANT LOCATION IN CUT _ ?fir �., WASHINGTON OR FILL W/ GUAF 7 J of 19 CO UNI 1 VELOPMENT &IUBLIC WORKS DEPT. STANDARD DETAIL: W-08.1 1 w 0 z �` " T 3 J Ho. g o KR . LINE FIRE TOSPRIN BUILDING i li = I1- i \ r, -T 11 .,.._,F 0 . / DOMESTIC SERVICE 5 g CONSTRUCTION NOTES: Al LINE TO BUILDING 01 2" POLYETHYLENE SERVICE PIPE. U ft- PUBLIC PRIVATE 02 2" SADDLE. 03 2" CORPORATION STOP. 0 CURB VALVE WITH COUPLINGS AND LOCK WING EARS, ENCASED VERTICALLY BY 3" DIA. SCH. 40 PVC PIPE, NOTCHED AT BOTTOM TO FIT OVER COUPLINGS. FIRE LINE PVC PIPE SHALL BE PAINTED RED TO IDENTIFY AS A FIRE LINE. 0 METER YOLK WITH SPACER PIPE W/ HOLE IN SPACER. DO NOT INSTALL GASKETS. 0 17"x30" METER BOX. 07 ADAPTER COUPLING, TEMPORARILY CAP IF PRIVATE SIDE CONNECTION IS NOT READY. SHUT OFF VALVE ON DOMESTIC LINE (CUSTOMER TO INSTALL AND MAINTAIN). t 0 2"x2"x*" TEE, WHERE *" IS METER SIZE IN INCHES (1" MINIMUM) FOR DOMESTIC LINE. r CD BACKFLOW PREVENTION ASSEMBLY ON FIRE SPRINKLER LINE (CUSTOMER TO INSTALL AND MAINTAIN). 5 11 #10 INSULATED COPPER TRACER WIRE. z 12 2" ADAPTER (MIPxCOMP) 9 s 13 *" BRASS NIPPLE, LENGTH AS NEEDED. 1 14 *" BRASS ELBOW I NOTES: 3 1. THIS DETAIL IS APPLICABLE TO SINGLE FAMILY RESIDENCES ONLY. 2. CONNECTION TO CITY WATER MAIN PER CITY OF AUBURN REQUIREMENTS. 3. BACKFLOW PREVENTION ASSEMBLY SHALL BE PER DESIGN STANDARDS. A 3 4. PLANS FOR SEPARATE FIRE SPRINKLER LINE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION. s 5. NO DETAIL IS REQUIRED FOR FLOW—THROUGH FIRE SPRINKLER SYSTEMS. 8 t 6. SEE STANDARD DETAIL W-15 FOR MATERIAL SCHEDULE. APPROVED BY CITY E>Q1NEER: DATE: Awri . ,.� 2" FIRE SPRINKLER LINES WITH i j / ` l� 3/4" to 2" DOMESTIC SERVICE LINE �.. ram., ��t� �.., �� 26� .•-- _ ������,�ar�N _ stage 1170 pf 192 } PUBLIC WORK DEPARTMENT ' STANDARD DETAIL: W-09.3 DRILL HOLE PUBLIC-0-0PRIVATE SPACER PIPE W/ 0 TAILPIECE TO R.O.W. w -�C HOLE IN SPACER (DO LINE (18" MINIMUM O z BEYOND METER) NOT INSTALL GASKETS) 0 --) 1 . to z 6 w 1 Q I I Q 0 �, ADAPTER COUPLING, CAP PLAN END IF PRIVATE SERVICE LINE IS NOT AVAILABLE. PUBLIC_0 0.--PRIVATE 1 *TYPE K COPPER, OR POLYETHYLENE SERVICE 0ADAPTER COUPLING, PIPE WITHOUT JOINTS CAP END IF PRIVATE z BETWEEN CORPORATION SERVICE LINE IS NOT ji STOP & ADAPTER AVAILABLE. COUPLING p SPACER PIPE HOLE IN SPACER CURB VALVE INSIDE (DO NOT INSTALL METER BOX SHALL GASKETS) BE CASED BY ---r--�---- 3 8"X3" I \� l DIA. SCH 40 DRILL A' " 1 PVC PIPE, NOTCHED HOLE N z AT BOTTOM TO FIT i II g w 1 OVER COUPLINGS , '� i o \ I 3 I /� f / / I , � 3 �� �!,IhLifll�ll, a � � i \ ,4, / /%z ,< , /\ 0� O 5 1 TAILPIECE TO 5 ., 45° MIN. 6" OF /$" CRUSHED R.O.W. LINE (18" 41 60° MAX. SURFACING TOP MINIMUM BEYONDMETER° c40.7 1 COURSE ) WATER THREADED BRASS * IF 1 " POLYETHYLENE IS USED: MAIN NIPPLE, LENGTH SERVICE PIPE W/OUT JOINTS BETWEEN NOTES: AS REQ'D ELEVATION CORP. STOP AND CURB VALVE AND 1. SEE STANDARD DETAIL W-15 FOR MATERIAL SCHEDULE. WRAPPED W/ #10 INSULATED COPPER 1' 2. ALL DOMESTIC SERVICE LINES FROM THE WATER MAIN, TRACER WIRE. ATTACH BARE TRACER INCLUDING THE METER YOLK, SHALL BE A MINIMUM OF WIRE TO CORP. STOP AND WRAP IT N 1" IN DIAMETER. AROUND THE HDPE PIPE AND METER M 3. METER PROVIDED BY CITY, CONNECTIONS MADE FROM SETTER AS SHOWN W/ HIGH TORQUE N EXISTING WATER MAIN SHALL BE INSTALLED BY THE SMOOTH STAINLESS STEEL HOSE CITY OF AUBURN AND PAID FOR BY THE APPLICANT OR CLAMPS. A MINIMUM OF 8" BARE WIRE CONTRACTOR. SHALL PROTRUDE PAST CLAMP AT THE 4. METER LAY LENGTH 1" METER = 10-3/4" METER SETTER APPROVE CiVC�fNEER: DATE: ccrrOF 3`= 1 " WATER SERVICE FOR /'�" re ti► 01/05/2021 � 3/4" AND 1 " METERS �-+ WASHINGTON �'o1 1 PUBLIC WORKS DEPARTMENT STANDARD DETAIL 1f 1C!, 4 � 4 WATER SPACER PIPE W/ PUBLIC-EA-0 MAIN HOLE IN SPACER 7 0ADAPTER COUPLING, w PRIVATE (DO NOT INSTALL 0 CAP END IF PRIVATE J GASKETS) SERVICE LINE IS NOT AVAILABLE o IN 0 / !0// , / Awn" ,-_ ,I, I — III I �-I — d Y — —I '— L____ ' .J TAILPIECE TO ,ci 4 ' 1 R.O.W. LINE a__ © PLAN (18" MINIMUM 4 BEYOND METER) HOLE O SERVICE PIPE W/OUT JOINTS BETWEEN CORP. STOP AND CURB VALVE AND WRAPPED W/ #10 INSULATED COPPER TRACER WIRE. ATTACH BARE TRACER WIRE TO CORP. STOP AND WRAP IT AROUND THE HDPE PIPE AND METER SETTER AS SHOWN W/ HIGH TORQUE SMOOTH STAINLESS STEEL HOSE CLAMPS. A MINIMUM OF 8" BARE WIRE SHALL PROTRUDE PAST CLAMP AT THE METER SETTER INSTALL CAST IRON PUBLIC VALVE BOX (8" LONG, TOP SPACER PIPE W/ HOLE IN SPACER w PRIVATE OR ALL THREAD W/ WASHERS SET 1 Z SECTION AND COVER) W/ CURB, GUTTER TO THE LAY LENGTH OF METER 4" DIA. SCH 40 PVC PIPE. AND SIDEWALK NOTCHED AT BOTTOM TO 1' (DO NOT INSTALL GASKETS) a FIT OVER COUPLING '- I =1 O 1 MAX. N r - -- ---- -T---� 0) Z G lind n - wq 'I > 3 :i ',::•_:: ::.�;! a bo U 1 .!_ io . . . .: ._._.. Li :: :i i:i-i-i;i:-i- �:.:::._ 7E" ,x,/ \001,1 1Eiii y- I;I. g • • OF 5/8" Q OO © CRUSHED SURFACINGj <, DRILL HOLE TOP COURSE -` 45. MIN. (ADAPTER® m 60. MAX. THREADED BRASS OTAILPIECE TO COUPLING, CAP NIPPLE, LENGTH AS R.O.W. LINE (18" END IF PRIVATE P. WATER MAIN REQ'D MINIMUM BEYOND SERVICE LINE IS NOTES: ELEVATION METER) NOT AVAILABLE 1. SEE STANDARD DETAIL W-15 FOR MATERIAL SCHEDULE. 0 0 • 2. ALL DOMESTIC SERVICE LINES FROM THE WATER MAIN TO THE ADAPTER COUPLING, 0 STRAIGHT COUPLING, OR CURB VALVE, SHALL BE A MINIMUM OF 1" IN DIAMETER. 0 N M 3. METER PROVIDED BY CITY, CONNECTIONS MADE FROM EXISTING WATER MAIN SHALL BE INSTALLED BY THE CITY OF AUBURN AND PAID FOR BY THE APPLICANT OR CONTRACTOR. N S 4. METER LAY LENGTHS: 1.5" METER = 13" II 2" METER = 17" g APPROVE CNGf NEER: DATE: ccrrOF=—3` 1 1/2" & 2" WATER SERVICE - ` re tR, 01/05/2021 ALT$ TT - WASHINGTON Rap DI PUBLIC WORKS DEPARTMENT STANDARD DETAILW 10E -414.2 WATER SERVICE MATERIAL SCHEDULE O THE CITY OF AUBURN ALLOWS 1-1/2" TO 2" POLYETHYLENE SDR-9 (IN COPPER TUBE SIZES) W/ STAINLESS STEEL LINERS IN ALL COUPLINGS & WRAPPED W/ A #10 INSULATED COPPER TRACER WIRE. FOR 1" COPPER, IT SHALL BE TYPE K COPPER TUBING W/OUT TRACER WIRE FOR WATER SERVICE & TAILPIECE CONNECTION, IN ACCORDANCE W/ STANDARD SPECIFICATION SECTION 9-30.6(3). ALL CONNECTIONS TO POLYETHYLENE OR COPPER TUBING SHALL BE W/ MUELLER 110 COMPRESSION CONNECTIONS OR EQUAL. TAILPIECE SHALL EXTEND TO R.O.W. LINE (18" MINIMUM BEYOND METER) & SHALL BE THE SAME SIZE AS THE SERVICE LINE. O SADDLES FOR 1", 1-1/2", OR 2" PIPE TAPS SHALL BE EPDXY COATED OR E—COATED DUCTILE IRON W/ DOUBLE STAINLESS STEEL STRAPS & NEOPRENE GASKETS. SADDLES SHALL HAVE I.P.S. FEMALE THREADS. ® CONTRACTOR SHALL FURNISH & INSTALL PRIVATE SERVICE LINE SHUT—OFF VALVE & RISER. FOR CAPITAL PROJECTS, SEE CONTRACT DOCUMENTS, OTHERWISE PROPERTY OWNER TO INSTALL PRIVATE SERVICE LINE SHUT—OFF VALVE AT POINT OF CONNECTION. METER LOCATIONS: 1) WHERE LANDSCAPE STRIPS ARE PLANNED OR EXIST, THE METER & METER BOX WILL BE PLACED BETWEEN THE BACK OF THE CURB & THE SIDEWALK, ADJACENT TO THE SIDEWALK IF ROOM PERMITS; 2) WHERE THE SIDEWALK IS LOCATED ADJACENT TO THE BACK OF THE CURB OR THE LANDSCAPE STRIP IS TOO NARROW TO ACCOMMODATE THE METER BOX, THE METER & METER BOX WILL BE PLACED ADJACENT TO & AT THE BACK OF SIDEWALK; 3) WHERE METERS & METER BOXES ARE LOCATED IN THE STREET OR SIDEWALK OR IN LOCATIONS WHICH ARE SUBJECTED TO VEHICULAR TRAFFIC, INCLUDING DRIVEWAYS, ETC., A TRAFFIC BEARING METER BOX & LID OF APPROPRIATE LOAD RATING SHALL BE PROVIDED AS SPECIFIED (EAST JORDAN IRON WORKS, OR EQUAL). 4) LOCATE CURB VALVE IN THE METER BOX WHERE POSSIBLE & 1 FT. OUTSIDE IF NO ROOM INSIDE METER BOX IS AVAILABLE. 5) OFF STREET METER LOCATION SHALL BE APPROVED BY THE CITY. SERVICE LINE SIZE & MUELLER/FORD CATALOG NO. SCHEDULE NO. OR APPROVED EQUAL & PART 1" 1-1/2" 2" 3 DIRECT TAP OPTION: MUELLER B-2969N W/ MUELLER B-2969N W/ MUELLER B-25008N OR H-15451N OUTLET COUPLING H-15451N OUTLET COUPLING E FORD FB1000-4—Q—NL OR FORD F8500-6—NL W/ OR FORD FB500-7—NL W/ SADDLE OPTION: C14-66—Q—NL OUTLET C14-77—Q—NL OUTLET 3 MUELLER B-20013N W/ COUPLING COUPLING ® CORP. STOP 3 H-15451N OUTLET COUPLING OR FORD FB500-4—NL W/ I C14-44—Q—NL OUTLET COUPLING € MUELLER B-20200N OR MUELLER B-20200N OR MUELLER B-20200N OR ® CURB VALVE FORD B11-444W—NL FORD B11-666W—NL FORD B11-777W—NL m .o 0 0 MUELLER B-2404R-2N W/ MUELLER B-2423—N W/ MUELLER B-2423—N W/ H-14222N INLET & H-14227N H-15428N OUTLET COUPLING H-15428N OUTLET COUPLING A ® METER YOKE OUTLET COUPLINGS, 12" RISER OR FORD OR FORD W/ MUELLER H-10879 VBH76-12B-11-66—NL VBH77-12B-11-77—NL Z' 5/8"x3/4"x1" ADAPTERS FOR W/ C84-66—Q—NL OUTLET W/ C84-77—Q—NL OUTLET U 3/4" METERS COUPLING, 12" RISER COUPLING, 12" RISER HUBBELL QUAZITE OR ARMORCAST (NOT PERMITTED FOR USE IN HUBBELL QUAZITE OR ARMORCAST (NOT PERMITTED PEDESTRIAN PATHWAYS) 13"x24"x12" FOR USE IN PEDESTRIAN PATHWAYS), 17"x30"x12" 4 ® METER BOX POLYMER CONCRETE BOX & COVER POLYMER CONCRETE BOX & COVER W/ READER LID W/ READER LID & 2" AMR PORT & 2" AMR PORT & W/ (2) 2 Y2 x 3 MOUSEHOLES N W/ (2) 2 XX 3 MOUSEHOLES (B03173012M) c (B03132412M) ?-1O7 COUPLING MUELLER H-15428N OR MUELLER H-15428N OR MUELLER H-15428N OR FORD C84-44—Q—NL FORD C84-66—Q—NL I FORD C84-77—Q—NL O S 0 8 SHUT—OFF MUELLER B-20200N W/ B-20298-99000 LEVER HANDLE, VALVE W/ 8" IRRIGATION BOX AND 6" PVC RISER 1 APPROVED�Bp C NCJNEER: DATE: ccrrOF 3`= WATER METER LOCATION > �h/`A" rev 01/05/2021 & MATERIAL SCHEDULE y /� — WASHINGTON 0 o PUBLIC WORKS DEPARTMENT STANDARD DETAIL: W— .5 METER MAIN LINE BYPASS METER LENGTH MIN. MIN. MIN. OLDCASTLE GRANITE SIZE FLG.TO FLG. LENGTH WIDTH HEIGHT VAULT MODEL** VAULT MODEL** 3" 3" D.I.P. 3" D.I.P. 17" 8'-4" 4'-4" 6'-2" 4484—LA 4x8 MV 4" 4" D.I.P. 4" D.I.P. 20" 8'-4" 4'-4" 6'-2" 4484—LA 4x8 MV 6" 6" D.I.P. 6" D.I.P. 24" 10'-6" 5'-0" 6'-2" 5106—LA 5x10 MV 8" 8" D.I.P. 8" D.I.P. 30 1/8" 12'-0" 6'-0" 6'-5" 612—LA 6x12 MV 10" 10" D.I.P. 10" D.I.P. 41 7/8" 14'-0" 8'-0" 6'-5" 814—LA 8x14 MV ** OR APPROVED EQUAL C e - e 1 6 © 13 MIN.• 117 I� *,pal fort _. _,_ _ I lag"' - 4 41 OUTLET INLET 04 © • 6" - - - 1 _, - - - MIN. I - � 1 _ 6 PLAN 0 _ 6' NTS MIN. ir :</A/i.�/A//1° °i lH 1nuIIIIii11HHHHuiiiiiiIIiIHliiini HH111in iM �i</i.</%/%/, M tD 1 3 - . \ N z 0 IO 4 O _ r 11-1111 4'6 ' '.4!IIII II 1 A OUTLET I INLET 2 • 0 N U Ir a I z u °' IF LiaU�L4aC�LiaU�L/OCN L/a L/aC)u L/uC7 �/vvu L a )a a 0 arg_\0a, a G h II ELEVATIONliD 13 N NTS Page 1 of 2 F, APPROVED C NG1NEER: DATE: GIYOF 3" OR LARGER WATER / �� 01/05/2021 AUB�TRN `". r` METER INSTALLATION v — WASHINGTON 1 PUBLIC WORKS DEPARTMENT STANDARD DETAIL W—16af310� z ¥ . E a » M u z -Z I- r D 0 < / > ƒ E < \ uJ \ / z c ® $ / I ¥ / < @ / 2 D @ 2 e E z I - z 3 \ / < _2 1 / o 00 < c S / > > e % E E a 0 > 0 4 0 < a Z < 2 e \ E L < E \ 2 E I 3 \ o o < R s 2 u I e 0 z N 0 < e ƒ \ \ k / % u 0 \ / o / 0 f / b % \ E w \ � / <0 F < < 0 /E 0 E 7 % / _ / 7 L 0 ® ® z > o \ f * 0 Z0D \ . / / < Z _/ 0 M 12 Y \ ƒ \ j / E \ @ 0 0 § 0 / 32I e o @ 20 ¥ �— 3 3 / 4 % \ 0 5 e z e // E % o c e r < 0 ci / m 0 % ® z \ ct � 0 W / a 0 z 4 / ® s / ®/ 0 f z E z I- z ® @ 3 u ® z ® 0 z 2 p <2 e 0 < o / / > u / © z 0 u o 0< u < a$ \ o $ � / \ / 0 / ƒ £ \e f z k_~ o ® E 2 3 . 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DETAIL W-18 18" CI BOX NOTE: �� TOP, PER STD. iF DEPTH OF NUT IS GREATER DETAIL W-18 THAN 7 FEET, CONTRACTOR TO PROVIDE NUT EXTENSION 5 ❑IAA C.I. SOIL PIPE (OR APPROVED EQUAL) C.I. VALVE BOX BOTTOM (OR —I— ) LENGTH AS NEEDED, PER APPROVED EQUAL) LENGTH AS STD. DETAIL W-19 NEEDED, PER STD. DETAIL W-19 F R7 2" SQUARE OPERATING NUT (M./ La LP v 1771771 m n c v I g APPROV BY CITY ENGINEER: DATE: VALVE WRENCH J J (� V'AS IIYCTI7 F EXTENSION P8de 176 of 192 CQ NITY ELOPMENT & PUBLIC WORKS DEPT. STANDARD DETAIL: W-17.1 ALIGN LID EARS WITH DIRECTION OF MAIN 1 74„ , 72-1 [11 ) co TOP VIEW TOP VIEW 8y" 8 6 7/8 r _ 54„ 63/" 4 = y2, ! 1 / I. , 2 BOTTOM VIEW I I oo a I r z i 4 CD L0 M i 1 1 2 I i ' "LQ lr 9Y4"i DI A. p 47/8„ �5/8"1 DIA. - 55I❑„ 7 � it 1 85/8" , 5 , 6� �3� „ VALVE BOX 6 DROP COVER NOT TO SCALE 18" CAST IRON VALVE Y BOX TOP & COVER NOT TO SCALE s APPROVED BY CITY NEER: DATE: Er�4'�r :_.....- C.I. VALVE BOX TOP & z� A BB VALVE BOX OVER 41,,64.4,-ri,,7 / lcr f�1 r=-- 1,411N01resti a:�a '177 rf 1 Q7 PUBLIC WORKS EPARTMENT / STANDARD DETAIL: " W-18.3 5 3/8" 0 - - - — 5 3/16" 0 1/2" 0 1 1' H P# S = . DD E I A G r - 6 13/16" T M A 6 1/8" 0 —N r-,0 N 1 rr & _['� kj- 5 5 15 0 I D 5 3/8" 0 — _,__. J A ' T 5 5/16" - '- - 5 3/8" 0 E �� � LETTERS 6 1/8" 0 - I ' = z__.--- 1'' (TYP.) 6 13/16" 0 ` 9� .— fl , H P# S E 1 SINGLE HUB 5" C.I. SOIL PIPE 4 A M VALVE BOX EXTENSION y A NOT TO SCALE N 5 5/8" 4 1 5 1/8" & D DOUBLE HUB 5" C.I. SOIL A 1 PIPE VALVE DOX EXTENSION T E f z , NOT TO SCALE W N - m r, < 0 -J Z Q 1 N Q N J Q CO f A Q rn = `� i r r 1 I �• - 7 1/2" 0 - v---13/16" 0 •4 N 8 3/4" m `v -1 C.I. VALVE DOX BOTTOM o NOT TO SCALE 2 6 APPROV D BY CITY ENGINEER: DATE: _"':.1 5" C.I. SOIL PIPE VALVE BOX EXTENSION /s/ /h wASHI CI VALVE B❑GTQN8C . .I � URN �4' TI7� of 192 y. CI NI VELOPMENT & P BLIC WORKS DEPT. STANDARD DETAIL: W-19.1 PUBLIC-N-0 PRIVATE DOMESTIC WATER METER SIZE OF SERVICE TO DOMESTIC I `1 MATCH METER SIZE WATER LINE D4 Z � w Q o z BACKFLOW IRRIGATION J PREVENTION N METER ASSEMBLY D j — — IRRIGATION LINE *GATE VALVE BACKFLOW OR CORP STOP PREVENTION DEPENDING ON ASSEMBLY METER SIZE 3- FIRE SPRINKLER LINE TO EACH BUILDING � � SHALL HAVE BACKFLOW PREVENTION ASSEMBLY INSIDE BUILDING N FJ 5 NOTES: 1. CONNECTION TO CITY WATER MAIN PER CITY OF AUBURN REQUIREMENTS. 2. BACKFLOW ASSEMBLY IS REQUIRED ON FIRE SPRINKLER, DOMESTIC, & IRRIGATION LINES. TYPE OF ASSEMBLY SHALL BE PER DESIGN STANDARDS. 3. PLANS FOR SEPARATE FIRE SPRINKLER LINE MUST BE SUBMITTED & APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION, AND SHALL BE DESIGNED BY A FIRE PROTECTION ENGINEER. * FOR METERS 2" OR LESS USE CORP STOP & FOR METERS LARGER THAN 2" USE GATE VALVE WITH 2" STANDARD OPERATING NUT & COA VALVE BOX TO SURFACE. m 0 0 N M CN O 0 O• APPROVED B TY INEER: DATE: �oF =_ NON-SINGLE FAMILY N44 01/05/2021 N SERVICE LINES r WASHINGTONRISC 1 f 102 PUBLIC WORKS DEPARTMENT STANDARD DETAIL W-02�3 0 V) x ZJ -J7 Q N J � H CI3 IX Dwtl Z N ■� 0 ~ 0 I fr 1 NI^ 0_ Z L� p w H u l < -low_ Q = V/ LII Q fiI- 0 cX IJ — (I) 0- 7i I- ad De Y Z r • - OpI I ,.s� U Q IX W I,_ u7 -N O Z Z U a..■ Cn 0 I- Y liilQ � (!} ■UN OWN � IX CO 1 J 1, ' C W p m )\\'. '. l'."----____„......< 44, 4101. �� I ! � N '41 - ' 1 iIU It 1 7- 0 ;MI. : 11 Si er*i.jr3t , LL, -..- is I ii A A Q = � . _1mff gas 0 ���I� z ,LA 0 H .E 1 � MIMEi g a r ,,,,, X'dW „8E 1 > Q W •o NM „8l 9 VQ Z .E 11^^ � r_ C i.J = W� n ((;) 1 J .6.. c L i ''' � ]- y 1 a m ~ Cr ,] : Z O n 0_ ,_ o N = APPROVE Y CITY ENGINEER: DATE: �1TniF 1TEMP. COMBINATION HYDRANT METER / .. ..J4 zo`, REDUCE❑ PRESSURE B�EQ�0�9'92 e COM ITY Ic ELOPMENT & PUBLIC WORKS DEPT. STANDARD DETAIL: W-21.1 PUBLIC— •- PRIVATE w INSULATED ce❑ z PROTECTIVE ENCLOSURE I— r6" MIN. TYP. t.LJI w c1-ILLI a FROM WATER , r. ;�y,,,, -• :,., TO DOMESTIC OR METER OR - `;`I'=`'04: `;" INDUSTRIAL USE MAIN PROPERTY OWNER TO 3" J PLAN INSTALL AND MAINTAIN MIN. VALVE AT THE POINT NTS OF CONNECTION 3" MIN. WHEN INSULATED PROTECTIVE VALVE IS 3" ENCLOSURE FULLY OPEN MIN. DOH APPROVED REDUCED PRESSURE iv 3" MIN. WHEN BACKFLOW ASSEMBLY VALVE IS FULLY OPEN—) --- 3" MIN. TYP. 6" MIN. I F >� TYP. INSTALL UNIONS TYP. — = FOR 2" AND SMALLER I' ASSEMBLIES z IL le "Ilk SECTION m _Y . ,lig• ��� DRAIN, TYP. NTS "" umBOTH ENDS r zce 1 12" 1.___ U > I MIN. % oo 0 CONC. f SLAB PVC SLEEVE S -P-- - Fb v - -li ELEVATION NOTES: NTS 1 A. 1 . INSULATED PROTECTIVE ENCLOSURE MUST COMPLY WITH THE AMERICAN SOCIETY OF SANITARY ti ENGINEERING (ASSE) 1060 OUTDOOR ENCLOSURES FOR BACKFLOW PREVENTION ASSEMBLIES. IT SHALL BE LOCKABLE WITH A KEY LOCK OR PADLOCK AND SHALL ALLOW FOR MINIMUM CLEARANCES AND PROVIDE ADEQUATE DRAINAGE. . 2. RPBA SHALL BE INSTALLED ADJACENT TO THE METER AND HAVE NO BRANCH CONNECTION y. BETWEEN THE METER AND THE BACKFLOW ASSEMBLY. INSTALL RPBA HORIZONTALLY. 3. BACKFLOW ASSEMBLY MUST BE APPROVED FOR USE IN WASHINGTON STATE BY THE - DEPARTMENT OF HEALTH (DOH). IT MUST BE TESTED BY A STATE CERTIFIED "BAT" AT THE 1 TIME OF INSTALLATION, ANNUALLY, AFTER THE ASSEMBLY IS REPAIRED, MOVED OR AFTER AN INCIDENT AT OWNER'S EXPENSE. M 4. BACKFLOW ASSEMBLY SHALL BE PURCHASED AND INSTALLED AS A UNIT, AS SHIPPED BY THE MANUFACTURER, WITH NO MODIFICATIONS TO ANY PART OF THE ASSEMBLY. 5. A MINIMUM OF TWO SUPPORTS MUST FIRMLY ANCHOR THE ASSEMBLY. APPROVED ITY EN If ER: DATE: cITvaF- REDUCED PRESSURE BACKFLOW ASSY. Lie.i/ / /z��f��r WASHINGTON (OUTSIDE INSTAL TpN1)81 of 192 ;' PUBLI WORKS DEPARTMENT STANDARD DETAIL: W-22.2 PUBLI PRIVATE PROPERTY OR ...A EASEMENT LINE FROM WATER TO DOMESTIC OR METER OR MAIN 1 INDUSTRIAL USE PROPERTY OWNER TO • COit INSTALL AND MAINTAIN VALVE AT THE POINT r OF CONNECTION PLAN NTS r 3" MIN. FROM ANY OBSTRUCTION WHEN BUILDING WALL, TYP. _ _ VALVE IS FULLY OPEN DOH APPROVED BUILDING . ' REDUCED PRESSURE WALL, TYP. ___ Z. BACKFLOW ASSEMBLY • 3" MIN. FROM ANY 6" MIN. • OBSTRUCTION WHEN TYP. 1--- 6" MIN. VALVE IS FULLY OPEN w•: J ti _ TYP. i CONCRETE SLAB _ INSTALL UNIONS TYP. FOR 2" AND SMALLER (BUILDING FLOOR) SECTION ! � f ASSEMBLIES NTS . ' �Ir��ll li�����,��1 — . i I I r CONCRETE SLAB I ' r---- (BUILDING FLOOR) Nin _ o w 0 12" � li Co o 1 MIN. Ic i PROPERTY OR . EASEMENT LINE a ELEVATION o NOTES: NTS 0 0 1. RPBA INSTALLED INSIDE BUILDING SHALL HAVE NO BRANCH CONNECTIONS BETWEEN THE 2 METER AND THE BACKFLOW ASSEMBLY. INSTALL RPBA HORIZONTALLY. 2. BACKFLOW ASSEMBLY MUST BE APPROVED FOR USE IN WASHINGTON STATE BY THE DEPARTMENT OF HEALTH (DOH). IT MUST BE TESTED BY A STATE CERTIFIED "BAT" AT THE TIME OF INSTALLATION, ANNUALLY, AFTER THE ASSEMBLY IS REPAIRED, MOVED OR AFTER U 1 AN INCIDENT AT OWNER'S EXPENSE. 21 3. BACKFLOW ASSEMBLY SHALL BE PURCHASED AND INSTALLED AS A UNIT, AS SHIPPED BY N THE MANUFACTURER, WITH NO MODIFICATIONS TO ANY PART OF THE ASSEMBLY. N 4. A MINIMUM OF TWO SUPPORTS MUST FIRMLY ANCHOR THE ASSEMBLY. M 5. ADEQUATE DRAINAGE MUST BE PROVIDED. 0 F, APPROVED C NG1NEER: DATE: of REDUCED PRESSURE INSTALLATION) OW ASSY. . (�I/eie. eR,, 01/05/2021 AUBURN WASHINGTON (INSIDE INSTALLATION) 1 PUBLIC WORKS DEPARTMENT STANDARD DETAIL:f��'�W©'2f310E PUBLIC PRIVATE w Et z o PROTECTIVE ENCLOSURE it I MUST PROVIDE SPECIFIED w I CLEARANCES, SEE NOTE 5 w ❑ U) OC < 4 v v°°v v v O v v CL Li.l vvvvvvvvvvvc ❑vvvv FROM WATER METER N 1 _ - ° TO DOMESTIC METER OR MAIN �� OR INDUSTRIAL USE PROPERTY OWNER TO INSTALL AND MAINTAIN VALVE AT THE PLAN POINT OF CONNECTION NTS PER NOTE 5 z MIN. � - MIN. 12 j i , UNION , I o I 14t67 ..141\ - z — UNION 4" } MIN. I� 6" MINIMUM PEA GRAVEL ELEVATION NTS , NOTES; 1. BACKFLOW ASSEMBLY MUST HAVE ADEQUATE SPACE CONSIDERATIONS FOR PROPER TESTING AND MAINTENANCE. A MINIMUM OF 12" CLEARANCE FROM ANY OBSTRUCTIONS ON THE TEST SIDE. A MINIMUM OF 6" CLEARANCE BELOW ASSEMBLY AND A MINIMUM OF 6" OF PEA GRAVEL IN THE BOTTOM OF THE BOX. THE MINIMUM CLEARANCE FROM THE TOP OF THE PEA GRAVEL TO THE BOTTOM OF THE ASSEMBLY IS 6". c5 2. DCVA MUST BE INSTALLED WITH TEST COCKS FACING UP. TEST COCKS MUST BE PLUGGED WITH BRASS OR PLASTIC PLUGS. INSTALL DCVA HORIZONTALLY. 3. BACKFLOW ASSEMBLY MUST BE APPROVED FOR USE IN WASHINGTON STATE BY THE DEPARTMENT OF HEALTH (DOH). IT MUST BE TESTED BY A STATE CERTIFIED "BAT" AT THE TIME OF INSTALLATION, ANNUALLY, AFTER THE ASSEMBLY IS REPAIRED, MOVED OR AFTER AN INCIDENT AT OWNER'S EXPENSE. • 4. BACKFLOW ASSEMBLY SHALL BE PURCHASED AND INSTALLED AS A UNIT, AS SHIPPED BY • THE MANUFACTURER, WITH NO MODIFICATIONS TO ANY PART OF THE ASSEMBLY. 5. MINIMUM CLEARANCE AT ABOVE ASSEMBLY SHALL BE: 9" (FOR 3/4" METER), 12" (FOR 1" METER), AND 14" (FOR 1 1/2" & 2" METER). ,• APPROVED 8 TY ENGI R: DATE: nrrofAit •�' DOUBLE CHECK VALVE ASSEMBLY c. u /z,,/'y WA (OUTSIDE INSTALP ON1 3 of 192 PUBLIC WORKS EPARTM JT / STANDARD DETAIL: W-24.2 I I _ 6" MIN. WALL FROM WATER _ _ _ V TO DOMESTIC OR METER OR MAIN 1 - I_ INDUSTRIAL USE I WALL u Y � `4 6" MIN. PLAN NTS - - J J J Q Q 6" MIN. c} MIN. 1. flit UNION UNION FLOOR I - 6" MIN. I ELEVATION NTS NOTES: a. 1. BACKFLOW ASSEMBLY MUST HAVE ADEQUATE SPACE CONSIDERATIONS FOR PROPER TESTING AND MAINTENANCE. A MINIMUM OF 6" SIDE CLEARANCE BETWEEN DCVA AND WALL OR ANY OBSTRUCTIONS AND A MINIMUM OF 6" CLEARANCE BELOW ASSEMBLY SHALL BE PROVIDED. a 2. DCVA MUST BE INSTALLED WITH TEST COCKS FACING UP. TEST COCKS MUST BE PLUGGED WITH BRASS OR PLASTIC PLUGS. N 3. DCVA INSTALLED INSIDE BUILDING SHALL HAVE NO BRANCH CONNECTIONS BETWEEN THE METER AND THE BACKFLOW ASSEMBLY. INSTALL DCVA HORIZONTALLY. 4. BACKFLOW ASSEMBLY MUST BE APPROVED FOR USE IN WASHINGTON STATE BY THE DEPARTMENT OF HEALTH (DOH). IT MUST BE TESTED BY A STATE CERTIFIED "BAT" AT THE TIME OF INSTALLATION, ANNUALLY, AFTER THE ASSEMBLY 1S REPAIRED, MOVED OR AFTER AN INCIDENT AT OWNER'S EXPENSE. t 5. BACKFLOW ASSEMBLY SHALL BE PURCHASED AND INSTALLED AS A UNIT, AS SHIPPED BY THE MANUFACTURER, WITH NO MODIFICATIONS TO ANY PART OF THE ASSEMBLY. 6. TWO SUPPORTS, EITHER WALL OR FLOOR, ONE ON EACH SIDE OF THE ASSEMBLY, MUST FIRMLY ANCHOR THE ASSEMBLY. APPROVED 8 ENGINE : DATE: �F '.. DOUBLE CHECK VALVE ASSEMBLY zr S y/ /� �f �f wAsx1rvrrnti (INSIDE 1NSTALLI0l)184 of 1 PUBLIC ORKS [ PARTMEN STANDARD DETAIL: W-25.2 CITY OF AUBURNI AGENDA BILL APPROVAL FORM / WASHINGTON Agenda Subject: Date: Resolution No. 5611 (Gaub) August 10, 2021 Department: Attachments: Budget Impact: Public Works Resolution No.5611 Current Budget: $0 Location Mao Proposed Revision: $0 Water bnereencv Declaration 2021-02 Revised Budget: $0 Administrative Recommendation: City Council adopt Resolution No. 5611. Background for Motion: The Hidden Valley/Braunwood neighborhood is served by a single well with a limited amount of water that can be withdrawn each year. Recent high rate of water usage by the neighborhood is projected to result in the annual well limits being reached by this Fall. Emergency measures are needed to reduce the residents' water use. The Mayor declared a Stage 1 Water Emergency on August 9, 2021 so that City staff can provide public education about the critical need to conserve water. Background Summary: The Hidden Valley/Braunwood (HVB) neighborhood is located in the southeastern portion of Auburn along 47th Street SE as shown on the attached location map. It was developed in the late 1980s by a private developer. It contains 12 current customers plus one currently-vacant lot. Water service is provided by a single groundwater well with a State water right of 6.5 acre feet per year. The closest point of connection to the City's water system is 1.5 miles away at 53rd Street SE and Kersey Way SE. In August 1990, the City entered into a Satellite Water System Service Contract to own, operate, maintain, and manage the HVB system. Recognizing that the well supply is limited, the agreement included certain limitations on irrigation usage. In May 2021, the City discovered that several customers were using large amounts of water each week, above the limits in the agreement. On June 14, 2021, the City sent each customer a letter comparing their water use to sustainable levels and asking them to conserve. Water usage continued to increase in June and July to the point that unless the customers curtail their water use, especially outdoor water use, the well supply will reach its annual production limit during the Fall 2021 and have to be shut down until a new water year begins on January 1, 2022. In addition, on July 14, 2021, the department of Ecology issued a drought emergency order that included the HVB area. On August 10, 2021, City staff mailed and hand-delivered a second letter to the HVB customers, comparing their more recent water use to sustainable levels and informing them of the Mayor's Page 185 of 192 Water Emergency Declaration. The Mayor and City staff have scheduled a virtual meeting with the customers on August 19, 2021 at 5:30 p.m. to discuss the situation and answer any questions. In addition, a publication in the City's newspaper of record (Seattle Times) is required for this emergency and is anticipated to be published on August 12, 2021. Resolution No. 5611 ratifies the Mayor's August 9, 2021 proclamation of a Stage 1 Water Shortage Emergency per Auburn City Code 13.14.030.A for the Hidden Valley/Braunwood neighborhood. Reviewed by Council Committees: Councilmember: Stearns Staff: Gaub Meeting Date: August 16, 2021 Item Number: RES.0 Page 186 of 192 RESOLUTION NO. 5611 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, RATIFYING THE MAYOR'S AUGUST 9, 2021 DECLARATION OF STAGE I WATER SHORTAGE EMERGENCY WHEREAS, on August 9, 2021 , the Mayor declared a Stage I water shortage emergency affecting the residents of the City's Hidden Valley/Braunwood neighborhood (HVB) currently serving 12 residential customers pursuant to RCW 35.21 .210, RCW 38.52 and ACC 13.14; WHEREAS, the HVB system is an isolated system and is not connected to the remainder of the City's water supply; and WHEREAS, because the water usage patterns in HVB have nearly tripled their documented average and continued water consumption at that rate will result in HVB running out of water entirely by the fall of 2021, the Mayor further determined and declared that exigent circumstances required immediate implementation and enforcement of water emergency measures without Council action; and WHEREAS, on July 14, 2021, the Department of Ecology issued a drought emergency order that included the HVB area; and WHEREAS, the Council has received information regarding the nature and urgency of the water emergency affecting HVB, and agrees that a water shortage emergency exists in HVB; WHEREAS, the Council intends to ratify the Mayor's August 9, 2021 emergency declaration; Resolution No. 5611 August 10, 2021 Page 1 of 2 Page 187 of 192 NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AUBURN, WASHINGTON, HEREBY RESOLVES as follows: Section 1. The City Council ratifies the Mayor's determination that on and after August 9, 2021, an ACC 13.14.030.A Stage I water shortage emergency exists in HVB that necessitated the Mayor's immediate action without advance Council action; Section 2. The Mayor or Mayor's designee was and continues to be authorized to implement measures necessary to address the emergency, and any action taken prior to this resolution in furtherance thereof is hereby ratified. Section 3. This Resolution shall take effect and be in full force upon passage and signatures. Dated and Signed this day of , 2021. CITY OF AUBURN NANCY BACKUS, MAYOR ATTEST: APPROVED AS TO FORM: Shawn Campbell, MMC, City Clerk Kendra Comeau, City Attorney Resolution No. 5611 August 10, 2021 Page 2 of 2 Page 188 of 192 Printed Date: 8/9/2021 H idcen Valley/Braunwooc Water System Map Created by City of Auburn eGIS Imagery Date:May 2015 I / I HIDDEN VALLEY/BRAUNWOOD NEIGHBORHOOD / • II \ - 47TH*S-T-- E IJ l _I ifi ki r. iiir iljj i' ,Th 3'F r�S " `. _ — sr-_ 3d 1 - ..I- u V _ :.-V ir .erg I 1„ _ E- _ > r S- TH T� `F = z2 _ I ~' _ i. iv 0*•-gr 4. - k • Nth. I lib ' 'SE ° =mow _ Jtn 7 TI, T +uu � ib�H S1 — ___ I. • ` . Tf nr oHin i! I� I . `. It — I f �� 1 1 i ........„0 t 111 NV + 1 ) r -r . .., 1,04: ..orit.i., ,,„. alma M M•I.- Ili; le\ X V /\---' ' 'Mill rill ''..- .- Illf1 rill, b -main.41.4...a„.......... ,.6....,/,.. gm I•!S" F F7 ,1 0 \„--..... ----- 1 ]___1 ------, 6- %.6. )\ '-------\----------- 2,666.7 0 1,333.3 2,666.7 Feet 1 1 1 in = 1,333 ft 1: 16,000 ek NAD_1983_StatePlane_Washington_North_FI PS_4601_Feet Page I/5 of I t.TL I * .AVBCITY OF *T T V Nancy Backus,Mayor WASHING TON 25 West Main Street * Auburn WA 98001-4998 * www.auburnwa.gov* 253-931-3000 WATER EMERGENCY DECLARATION 2021-02 A DECLARATION OF STAGE I WATER EMERGENCY IN THE HIDDEN VALLEY/BRAUNWOOD NEIGHBORHOOD, FOR THE PROTECTION OF PUBLIC HEALTH, SAFETY AND WELFARE WHEREAS, RCW 35.21.210 authorizes the City to control and regulate its water supply; and WHEREAS, RCW 38.52 and ACC 13.14 authorize the Mayor to declare emergencies and to exercise emergency powers related to the City's water supply including the implementation of water conservation measures when necessary to protect the health, welfare and safety of the City's water users; and WHEREAS, ACC 13.14.030 establishes different stages of water emergencies depending on the immediacy and pervasiveness of a water shortage, and authorizes the Mayor to determine the geographical area(s) of the City's water supply that may be affected by a shortage and corresponding emergency; and WHEREAS, by an agreement in 1990, the City accepted the water system serving the Hidden Valley/Braunwood (HVB) neighborhood into its water supply. The HVB water supply comes from a single well that has legally binding limits on its water production amounts to serve the 12 residential customers. Given these legal and logistical water supply limitations, the 1990 agreement included provisions requiring HVB residents to (inter alia) restrict outdoor irrigation to a maximum of 7 properties at Declaration 2021-02 August 9,2021 Page 1 of 3 Page 190 of 192 * CITY OF * i\ij BUR �1�T Nancy Backus, Mayor WASH I NGTO N 25 West Main Street * Auburn WA 98001-4998 * www.auburnwa.gov * 253-931-3000 a time,using no more than 10 gallons of water per minute; and WHEREAS, given observed and documented water usage patterns, the yearly average water use by HVB residents is expected to be 450 gallons per day. Since the spring of 2021, however, the water use by HVB residents has nearly tripled this expected average, to 1,025 gallons per day; and WHEREAS, this recent excessive water use by HVB residents greatly exceeds the expected water use average and the water use restrictions in the 1990 agreement; and WHEREAS, this rate of HVB water consumption amounts to a Stage I water emergency under ACC 13.14.030.A because continued water consumption at this rate will result in the HVB water system running out of water entirely by the fall of 2021, potentially leaving HVB residents with no reliable water supply; WHEREAS, to protect the public health, safety and welfare of HVB residents, and pursuant to the above legal authorities, NOW THEREFORE I, Nancy Backus, Mayor of the City of Auburn, declare as follows: Section 1. To protect the public health, safety and welfare of HVB residents and pursuant to RCW 35.21.210, RCW 38.50 and ACC 13.14, I do hereby declare a Stage I water emergency in the HVB neighborhood. Declaration 2021-02 August 9,2021 Page 2 of 3 Page 191 of 192 CITY OF AUBURN Nancy Backus, Mayor WASH I NGTO N 25 West Main Street * Auburn WA 98001-4998 * www.auburnwa.gov * 253-931-3000 Section 2. Pursuant to Section 1, I hereby direct the City of Auburn public works department to engage in public education efforts with HVB residents regarding the necessity and benefits of their water conservation. Section 3. I further determine that pursuant to ACC 13.14.030.F, the urgency of the anticipated water shortage in HVB constitutes exigent circumstances that necessitate immediate implementation and enforcement of the requirements in a Stage I Anticipated Water Shortage emergency. Dated and signed: $:$' 1 ' 2 CITY OF AUBURN ANCY :14k KUS, MAYOR Declaration 2021-02 August 9,2021 Page3of3 Page 192 of 192