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2022-08-09 City Council - Full PPW Agenda-32431. Op E D o Agenda Edmonds City Council tn.. ISLP PARKS AND PUBLIC WORKS COMMITTEE CITY COUNCIL CONFERENCE ROOM 121 - 5TH AVENUE N, EDMONDS, WA 98020 AUGUST 9, 2022, 7:30 PM COUNCIL COMMITTEE MEETINGS ARE WORK SESSIONS FOR THE COUNCIL AND CITY STAFF. COMMITTEE MEETING AGENDAS DO NOT INCLUDE AUDIENCE COMMENTS OR PUBLIC HEARINGS. PERSONS WISHING TO JOIN THIS MEETING VIRTUALLY IN LIEU OF IN -PERSON ATTENDANCE CAN CLICK ON OR PASTE THE FOLLOWING ZOOM MEETING LINK INTO A WEB BROWSER USING A COMPUTER OR SMART PHONE: HTTPS://ZOOM. US/J/95798484261 OR JOIN BY DIAL -UP PHONE: US: +1 253 215 8782 WEBINAR ID: 957 9848 4261 STAFF AND COUNCILMEMBERS ATTEND COMMITTEE MEETINGS VIRTUALLY, AND MEMBERS OF THE PUBLIC ARE ENCOURAGED TO ATTEND THE SAME WAY. IF MEMBERS OF THE PUBLIC CANNOT ACCESS THE VIRTUAL COMMITTEE MEETINGS WITH THEIR PERSONAL DEVICES, A MONITOR IS PROVIDED ON CITY COUNCIL COMMITTEE NIGHTS FROM 430- 930 PM AT THE CITY COUNCIL CONFERENCE ROOM AT 150 5TH AVE N, EDMONDS WA. COMMITTEE MEMBERS: NEIL TIBBOTT (CHAIR), COUNCIL POSITION #1 (VACANT), COUNCIL PRESIDENT (EX-OFFICIO MEMBER) CALL TO ORDER COMMITTEE BUSINESS 1. Civic Center Playfield Park Update - August 2022 (10 min) 2. Presentation of distribution easement to PUD No 1 of Snohomish County at 310 6th Ave N (5 min) 3. Job Order Contracting - Approvals, Updates, and Status (10 min) 4. Clean Building Act Investment Grade Audit - Frances Anderson Center (10 min) 5. Public Safety Solar Plant - Project Update (10 min) 6. Public Safety Solar Plant - Interconnection Application and Net Metering Agreement (10 min) 7. Presentation of 10-ft dedication for 88th Ave W right-of-way adjacent to 19508 88th Ave W (10 min) 8. Presentation of Pedestrian Access Easement Adjacent to 23352 Edmonds Way (10 min) Edmonds City Council Agenda August 9, 2022 Page 1 9. Apollo Apartments - Release of Sewer Easement and Grant of Public Pedestrian Easement (10 min) 10. Presentation of Supplemental Agreement with KPG Psomas for 76th Ave and 220th St. Intersection Improvements Project. (10 min) 11. Presentation of Supplemental Agreement with CM Design Group for the 76th Ave Overlay Project (10 min) 12. Presentation of Right of Entry and Maintenance Agreement between City of Edmonds and Lynnwood (as part of the Highway 99 Gateway Revitalization project - Stage 2) (5 min) 13. Presentation of Right of Entry and Maintenance Agreement between City of Edmonds and Snohomish County (as part of the Highway 99 Gateway Revitalization project - Stage 2) (5 min) ADJOURN Edmonds City Council Agenda August 9, 2022 Page 2 2.1 City Council Agenda Item Meeting Date: 08/9/2022 Civic Center Playfield Park Update - August 2022 Staff Lead: Angie Feser Department: Parks, Recreation & Cultural Services Preparer: Angie Feser Narrative Civic Center Playfield Park project is the renovation of an 8-acre park in downtown Edmonds. In May 2021 a successful bid process resulted in the award of the construction contract to A-1 Landscaping and Construction with project work starting August 9, 2021. Construction Update As of June 30th. the project is roughly estimated at 57% completion and on schedule to finish in April of 2023. In the four months since the last Council update of March significant tasks completed include the skate park; pre -fabricated restroom design and permitting approval; sports courts retaining walls, surfacing and painting; installation of athletic field light poles and fixtures; athletic field irrigation system, topsoil and prep for August delivery of sod; playground base area prepared, seating walls formed and poured, and slide element installed; concrete curbs throughout site; some of the concrete paths, shade structure footings installed and various retaining and seating walls, steps and flat concrete areas. Upcoming significant items and general timeframes (depending on supply chain) include sod delivery in August, pre -fabricated restroom delivery and installation in September, site irrigation other than sod area, shade structure installation and (thousands of) plant delivery and landscape installation late fall. Project Budget The original project construction cost estimate authorized by Council is $13,757,283 including a contingency of $1,216,271. As with most significant construction projects, there are some unforeseen items which have increased project costs. Examples of changes in expenditures include Change Orders ($712,000), and items such as lighting fixtures for art work ($34,000), foundation revision for prefabricated restroom ($25,000), three items related to Boys & Girls Club building ($75,000) - additional paving, sewer line replacement and non -compliant front entry stairs and a 0.1% Washington State Sales tax increase ($9,200). To balance additional expenditures, however, there are also project savings including reduction of over -excavation (+$60,000), paving reduction (+5,000), removal of sales tax cost for stormwater mitigation project (+$34,000) and decrease in telecom provision (+5,000), among others. As of June 30, 2022, the expenditures to date are $7,959,770 which is 58% of the original project estimate. Current anticipated expenditures for the entire project are at 101% of project estimate which in terms of funds is $168,313. Considering this project has been under construction for one year, current rising inflation, supply chain issues and regional construction projects typically running 25% high for cost, this is a positive situation. Funding Decrease Packet Pg. 3 2.1 At this time, there is a $150,000 decrease in committed funding by Snohomish County. Originally the County had contracted with the City to staring in 2019 to provide three, $150,000 installments for a total of $450,000 for this project. In 2020, the County paused their REET funding distributions due to COVID and this year communicated to the City the they would not be providing the 2020 allocation for the park project. Potential Funding Shortfall With anticipated expenditure overage of $168,313 and decrease in funding of $150,000, there is currently a shortfall of $318,313. There are several options for covering this gap. First, and recommended by staff, is to use American Rescue Plan Act (ARPA) funding to pay for the stormwater mitigation project (see project details below). This would allow the $431,620 allocation to remain in the Civic project while having the expenditure covered by another funding source. Other options include using additional REET or General Fund funding. 96th Ave ROW Stormwater Mitigation A permitting requirement of the Civic Park project is off -site stormwater mitigation. An infiltration project within the same watershed is located in the 96th Avenue Right of Way adjacent to and west of Yost Park (it is not located within the park). Although related, this project will have a separate contract and is estimated to cost around $432,000. This project has yet to be bid and, due to amount, will require Council authorization. Although most components of park projects are not ARPA funding eligible, this project is entirely a stormwater treatment project and therefore eligible for APRA funding. Staff Recommendation No action required for project update. Background In early 2016, after leasing for 40 years, the nearly 8-acre Civic Center Playfield property was acquired by the City from the Edmonds School District for $1.9M with all but $400,000 funded by grants. A year after acquisition in 2017, a Master Plan using a robust public process was adopted by Council with the work of consulting firm of Walker Macy. The same firm was later approved by the Council to complete the design development, permitting, bidding, and support during construction. In 2018, the City began applying for grants and in November of that year the Council adopted the Parks Capital Improvement (CIP) and Capital Facilities (CFP) Plans identifying Civic Park as a project and it was approved each year since. Also, in 2018, the 50-year old Grandstand was demolished. The next year, 2019, the Council issued the $3.7m bond to fund construction. The project went out to bid early 2020, but was not successful. Elements of the project were revised and the project was re -bid twice 2021. The last round of construction bids was opened May 27th with five submittals and verified that A-1 Landscaping and Construction is the successful low bidder. Of the four project alternates, the Council authorized the rubberized perimeter path surfacing alternate for inclusion of the project. The other three alternates were not included in the construction agreement and have the ability to be installed at a later time. They include an interactive water feature at the park entrance, a scramble/climbing wall and street tree grates. Park Design The proposed park renovation project includes youth athletic fields, upgraded sports lighting, permanent restrooms, shade pavilion, improved skate park, petanque court grove, a pollinator meadow, tennis, pickleball and basketball courts, a 1/3-mile perimeter walking path, fully inclusive playground, picnic areas, public art and more. Packet Pg. 4 2.1 The existing Field House, leased to Boys & Girls Club of Snohomish County since 1962, will remain intact as well as a designated area around it to enable the Boys & Girls Club to continue operations during and after construction. Packet Pg. 5 2.2 City Council Agenda Item Meeting Date: 08/9/2022 Presentation of distribution easement to PUD No 1 of Snohomish County at 310 6th Ave N Staff Lead: Rob English Department: Engineering Preparer: Emiko Rodarte Background/History N/A Staff Recommendation Forward item to the consent agenda for approval at the next City Council meeting. Narrative On the east side of Civic Center Playfield, two existing utility poles located within the 71" Avenue sidewalk narrow the pedestrian path, creating a non -compliant ADA condition. To bring the sidewalk into compliance, the utility poles will be moved from locations just west of the sidewalk curb to new locations just west of the sidewalk, still within the existing right-of-way. However, the associated utility pole guy wires will extend onto City property, where they will be anchored in new landscape beds for the Civic Center Playfield Project. The proposed easement will allow Snohomish County PUD to install and maintain the new guy wires. The document will provide a 5'x10' easement area for each guy wire at both locations. Attachments: Exhibit A - Snohomish County PUD easement document Exhibit B - Easement locations Packet Pg. 6 2.2.a AFTER RECORDING, PLEASE RETURN TO: Public Utility District No. 1 of Snohomish County Real Estate Services P.O. Box 1107 Everett, Washington 98206-1107 E- WO# 100088321-10 N# 10000141650 DISTRIBUTION EASEMENT Grantor ("Owner"): City of Edmonds, a Washington Municipal Corporation Grantee: Public Utility District No. 1 of Snohomish County Northwest Fiber, LLC, a Delaware limited liability company, dba: Ziply Fiber Short Legal Description: NW/SW S24, T27N, R3E, W. M. Tax Parcel No: 00434210000000, 00434209900100 THIS DISTRIBUTION EASEMENT ("Easement") is made this day of 20 by and between City of Edmonds, a Washington Municipal Corporation ("Owner(s)"), and Public Utility District No. 1 of Snohomish County, a Washington State municipal corporation ("District"), and Northwest Fiber, LLC, a Delaware limited liability company, dba Ziply Fiber ("Ziply"). The Owner, District and Ziply are sometimes referred to individually herein as "Party" and collectively as "Parties". The District and Ziply are collectively referred to as "Grantee". WHEREAS, Owner is the owner of certain lands and premises situated in the County of Snohomish, State of Washington, legally described as follows (hereinafter "Property"): PARCEL 00434209900100: LOTS 1 THROUGH 20, INCLUSIVE, BLOCK 99, CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGES 39 AND 39A, RECORDS OF SNOHOMISH COUNTY, TOGETHER WITH VACATED EDMONDS STREET, PER CITY OF EDMONDS ORDINANCE NO. 4028, RECORDED UNDER AUDITOR'S FILE NO. 201606230342. PARCEL 00434210000000 LOTS 1 THROUGH 40, INCLUSIVE, BLOCK 100, CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGES 39 AND 39A, RECORDS OF SNOHOMISH COUNTY, TOGETHER WITH VACATED EDMONDS AND SPRAGUE STREETS Packet Pg. 7 2.2.a AND ALLEY PER CITY OF EDMONDS ORDINANCE NO. 4028, RECORDED UNDER AUDITOR'S FILE NO. 201606230342. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. WHEREAS, the Grantee is desirous of acquiring certain rights and privileges across, over, under, upon and through the Property. NOW, THEREFORE, the Parties agree as follows: 1. Distribution Easement. Owner, for good and valuable consideration, receipt of which is hereby acknowledged, hereby conveys and grants to Grantee, its agents, contractors, successors and assigns, a non-exclusive easement for the perpetual right, privilege, and authority to patrol, construct, erect, reconstruct, alter, improve, extend, repair, operate, and maintain overhead and/or underground electric distribution lines and facilities, Grantee -owned communication wires and cables, and other necessary or convenient appurtenances, across, over, under, through and upon the following portion of Owner's Property (hereinafter "Easement Area"): Easement Area #1, Parcel 00434209900100: The South five feet (5') of the East ten feet (10') of the above described real property for down -guy and anchor. Easement Area #2, Parcel 00434210000000: The North five feet (5') of the East ten feet (10') of the above described real property less vacated Sprague Street, for down -guy and anchor. 2. Access To and Across Property. Grantee has the right of ingress to and egress from the Easement Area across the adjacent Property of Owner where same is reasonably necessary for the purpose of exercising its easement rights described in Section 1. 3. Owner's Reservation of Rights and Use of Easement Area. Owner reserves the right to use the Easement Area in a manner that does not interfere with the Grantee's use of the Easement Area, and/or present a hazard to Grantee's electric distribution lines and facilities, communication wires and cables, and other appurtenances. The Owner shall not construct or permit to be constructed any structures of any kind in the Easement Area without prior approval of the Grantee, except for those structures in place at time of execution of this easement. 4. Clearing of Power Line Right of Way. Grantee has the right at all times to clear said Easement Area and keep the same clear of all brush, debris and trees. 5. Trimming or Removal of Hazardous/Danger Trees. Grantee has the right at all times to cut, slash, or trim and remove brush, timber or trees from the Property which in the opinion of Grantee constitute a hazard to said lines and facilities, communication wires and cables, and other appurtenances or the Grantee's access thereto. Trees, brush or other growth shall be deemed hazardous to the lines or facilities or access of the Grantee when they are of such a height that they could, upon falling, strike the nearest edge of the Easement Area at a height of more than fifteen feet (15'). Except in emergencies, Grantee shall, prior to the exercise of such right, identify such trees and make a reasonable effort to give Owner prior notice that such trees will be trimmed or removed. 6. Title to Removed Trees, Vegetation and Structures. The title to all brush, debris, trees and structures removed from the Easement Area and the Property pursuant to Sections 4 and 5 shall be vested in the Grantee, and the consideration paid for this Easement and rights herein described is accepted by Owner as full compensation for said removed brush, debris, trees and structures. Owner shall be entitled to request fallen timber be set aside for Owner's personal use. Grantee shall make Packet Pg. 8 2.2.a reasonable effort to set aside said fallen timber provided doing the same is safe in Grantee's sole opinion. Title to any fallen timber set aside in this manner shall revert to the Owner. 7. Restoration Provision. To the extent that Owner's Property is disturbed and/or damaged by Grantee's exercise of its rights hereunder, Grantee shall restore the condition of the Property as nearly as reasonably possible to its existing condition prior to said exercise of its rights. 8. Title to Property. The Owner represents and warrants having the lawful right and power to sell and convey this Easement to Grantee. 9. Binding Effect. This Easement and the rights and obligations under this Easement are intended to and shall run with the Property and shall benefit and bind the Parties and their respective heirs, successors and assigns. 10.Governing Law and Venue. This Easement shall be governed by and construed in accordance with the laws of the State of Washington. The venue for any action to enforce or interpret this Easement shall lie in the Superior Court of Washington for Snohomish County, Washington. 11.Authority. Each party signing this Easement, if on behalf of an entity, represents that they have full authority to sign this Easement on behalf of such entity. 12.Grantee Acceptance. By recording this Easement, Grantee hereby accepts all provisions set forth under this agreement. IN WITNESS WHEREOF, this instrument has been executed the day and year first above written Packet Pg. 9 2.2.a OWNER(S): CITY OF EDMONDS, a Washington Municipal Corporation By: _ Name: Its: (REPRESENTATIVE ACKNOWLEDGMENT) State of County of I certify that I know or have satisfactory evidence that signed this instrument, on oath stated that (he/she/they) (is/are) authorized to execute the instrument and acknowledged it as the of City of Edmonds to be the free and voluntary act for the uses and purposes mentioned in the instrument. Given under my hand and official seal this day of , 20_ Signature of (Seal or Stamp) Notary Public Print Name: Residing at: My appointment expires Packet Pg. 10 2.2.b City of Edmonds Civic Center Playfield PUD Easement WGS_1984_Web_Mercator_Auxiliary_Sphere © City of Edmonds 564 47.0 This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. THIS MAP IS NOT TO BE USED FOR DESIGN OR CONSTRUCTION Legend ArcSDE.GIS.STREET CENTERLINE; — <all other values> 1 2 5; 4 9;71;7;8 Sections Boundary Edmonds Boundary ArcSDE.GIS.PROPERTY BUILDING ArcSDE.GIS.STREET CENTERLINE' — <all other values> Interstate Principal Arterial Minor Arterial; Collector Local Street State Highways <all other values> 0 1 2 County Boundary Parks ArcSDE.GIS.PROPERTY_WASHINt ArcSDE.GIS.PROPERTY_CITI ES ArcSDE.GIS.PROPERTY_CITIES Citv of Edmonds Notes Packet Pg. 11 1 2.2.b City of Edmonds Civic Center Playfield PUD Easement WGS_1984_Web_Mercator_Auxiliary_Sphere © City of Edmonds 564 47.0 This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. THIS MAP IS NOT TO BE USED FOR DESIGN OR CONSTRUCTION Legend ArcSDE.GIS.STREET CENTERLINE: — all other values> 1 2 5; 4 9;71;7;8 Sections Boundary Edmonds Boundary ArcSDE.GIS.PROPERTY BUILDIN( ArcSDE.GIS.STREET CENTERLINE: <all other values> Interstate Principal Arterial Minor Arterial; Collector Local Street State Highways <all other values> 0 1 2 County Boundary Parks ArcSDE.GIS.PROPERTY_WASHIN( ArcSDE.GIS.PROPERTY_CITIES ArcSDE.GIS.PROPERTY CITIES ON of Edmonds Notes Packet Pg. 12 .r Q 2.3 City Council Agenda Item Meeting Date: 08/9/2022 Job Order Contracting - Approvals, Updates, and Status Staff Lead: Thom Sullivan, Facilities Manager - Department of Public Works Department: Public Works & Utilities Preparer: Royce Napolitino Background/History On January 18, 2022, the City amended its purchasing policy and created an avenue for Job Order Contracting (JOC). The JOC program could be utilized by many different departments/divisions including Public Works Engineering, Street & Stormwater Operations, Water & Wastewater Operations, Facilities and Parks. The City is working with an administrative company (Gordian) to design and administer the City's JOC program. We have initiated our first few projects and are awaiting price proposals for these projects. If accepted, the projects will be run according to the City Purchasing policy. Staff Recommendation Clarification of Job Order Contract program updates, approvals, and reports of project status to Council and Committee. Narrative Job Order Contracting (JOC) is designed to expedite the procurement of services through the process approved in the City's purchasing policy and the RCW. Staff is recommending that JOC projects meeting the current fiscal year budget narratives and spending authorizations be placed on the Consent Agenda for approval without review and discussion at the monthly Parks and Public Works committee meetings. An annual JOC report could be provided by each Department at the beginning of the year to review prior year JOC projects and expenditures and discuss planned JOC projects for the upcoming year. Packet Pg. 13 2.4 City Council Agenda Item Meeting Date: 08/9/2022 Clean Building Act Investment Grade Audit - Frances Anderson Center Staff Lead: Thom Sullivan, Facilities Manager - Department of Public Works Department: Public Works & Utilities Preparer: Royce Napolitino Background/History Clean buildings are essential to meeting our state energy goals. In 2019 the Clean Buildings bill was signed into law and later expanded in 2022. The objective is to lower costs and pollution from fossil fuel consumption in the state's existing buildings. The law directed Commerce to develop and implement an energy performance standard for covered buildings, and the expansion now includes multifamily buildings. The law also provides incentives to encourage building owners to make energy efficiency improvements earlier than required. Buildings over 50,000 square feet will be required to meet these requirements by 2028 with two prior years of Energy Use Intensity compliance verification. Staff Recommendation Approve Investment Grade Audit with ESCO Contractor McKinstry for $93,900 for design and compliance of the Frances Anderson HVAC System Narrative We propose renovation of the Frances Anderson Center HVAC system. This includes replacing two large gas -heated boilers to a modern all -electric variable refrigerant system. This system would supply the building with forced air heating and cooling, as well as mechanical ventilation separate from the heating and cooling system. This proposal outlines the building's pathway to compliance with divestment from fossil fuels while increasing the buildings resilience to climate change. With year round space conditioning, the Parks department would be better positioned to serve the public with regulated air temperatures and filtered air ventilation. Staff recommends that funding for the Investment Grade Audit come from the 2020 Bond dollars that were allocated for facilities deferred maintenance in Fund 016. Attachments: City of Edmonds - FAC HVAC IGA Proposal_08-02-22 Packet Pg. 14 2.4.a try ito Of Your Building August 2nd, 2022 To: Thom Sullivan, Facilities Manager, City of Edmonds Cc: Novella Randall - Energy Engineer; Department of Enterprise Services From: Andrew Williamson - Municipal Business Manager; McKinstry Project: Frances Anderson Center (FAC) HVAC Upgrade Subject: Investment Grade Audit Proposal Dear Mr. Sullivan: The Frances Anderson Center is a pivotal recreation and cultural facility in the City of Edmonds. It also has a historical significance. The City is interested in upgrading the building's HVAC system to provide improved occupant comfort and experience. The City would like this upgrade to enhance the energy efficiency and operation of the City buildings through a performance -based contract with McKinstry. This proposal will provide the guidelines for which McKinstry will provide the following tasks: 1. Conduct an Investment Grade Audit of the HVAC system at the Frances Anderson Center (700 Main St, Edmonds, WA 98020) 2. Develop a comprehensive Energy Services Proposal for upgrading the HVAC System. INVESTMENT GRADE AUDIT (IGA): The audit will be a collaborative effort with City of Edmonds and the Washington State Department of Enterprise Services (DES). It will identify and analyze performance -based contracting measures along with their associated savings, costs, and potential for utility rebates and grants. The final deliverable of the IGA will be an Energy Services Proposal (ESP) for implementation of viable initiatives with associated energy cost savings. The following scope of work is included: ✓ Preliminary evaluation of the building's existing electrical infrastructure's available capacity. ✓ Identify and document existing HVAC system and its operation. ✓ Code review. ✓ Preliminary Load Analysis to establish new system's capacity and system alternatives. ✓ Preliminary system selection, zoning and sizing. ✓ Evaluation of Clean Building Performance Standard compliance for the proposed system. ✓ Preliminary Structural review to confirm installation pf new system components. ✓ Review existing good faith surveys, identify and communicate any data gaps to the City ✓ Initiate discussion with local AHJ for clarifications etc as necessary. REQUESTED INFORMATION: For effective execution of this proposal we ask that the City of Edmonds provide access to the following: ✓ Good Faith Survey for the building in scope. ✓ Historical utility bills for the last 60 months. ✓ All mechanical, electrical, architectural, structural and building controls drawings. ✓ Access to Building Automation System (BAS). ✓ All operational and maintenance manuals, balancing records, & specifications. ✓ Operational records related to the cost of maintaining specific equipment. ✓ Information with regards to any on -going maintenance contracts. ✓ Access to individuals that have relevant information pertaining to the day-to-day operation of energy using systems on site. 5005 Third Avenue South * Seattle, WA * 98124-0567 * 206.762.3311 * Fax 206.762.2624 Packet Pg. 15 2.4.a try ife Ol Your Building Page 2 TIMELINE AND MILESTONES: McKinstry will initiate this scope of work immediately upon acceptance of this proposal and establishment of a professional services agreement based on McKinstry's existing master agreement with the Department of Enterprise Services (DES). Formal progress review meetings will be conducted regularly throughout the study phase. During these review meetings, McKinstry will recommend measures based on the analysis, while the City of Edmonds and DES will provide final direction regarding recommended measures. The goal of these review meetings is to focus engineering efforts, budgeting, and savings assessment on those solutions that possess a high probability for implementation. McKinstry will target completion of the IGA within 105 calendar days of a notice to proceed. CRITERIA FOR IMPLEMENTATION: It Is the City of Edmonds's intent that McKinstry will implement all approved projects that meet the following criteria. ✓ Facility Improvement Measures shall be life cycle cost effective as an aggregate using the Office of Financial Management (OFM) life cycle cost model tool. ✓ Not more than 90% of the energy cost savings may be used to help repay a loan, if applicable. ✓ McKinstry will work with the clients' utilities and other entities to secure conservation grant funding or low interest loans for applicable measures. ✓ Client may list favorable subs and equipment Investment Grade Audit Fee: The City of Edmonds will reimburse McKinstry for a lump sum of $86,000 for this scope of work. All fees assessed under this proposal will be included in the final project implementation costs. In the event that McKinstry is unable to recommend projects that meet the criteria above, the City of Edmonds has no financial obligation to McKinstry. However, if the recommendations meet or exceed the Criteria for Implementation and the City of Edmonds chooses not to enter into an agreement with McKinstry to install the projects, the City of Edmonds will reimburse McKinstry for the Investment Grade Audit fee. All associated information, including deliverables, will become the property of the City of Edmonds upon final receipt of payment. Deliverables are listed in attachment (A). We look forward to working with the City of Edmonds and DES on a successful project. Please call should you have any questions. ": �/, " o �� Andrew Williamson, LEED AP McKinstry Energy Services Account Executive 206.491.7117 5005 Third Avenue South * Seattle, WA * 98124-0567 * 206.762.3311 * Fax 206.762.2624 Packet Pg. 16 2.4.a try ife Ol Your Building Attachment A Investment Grade Audit Deliverables The Investment Grade Audit for the City of Edmonds Frances Anderson Center will include the following elements: Page 3 1. A description of the systems which shall receive new Equipment and Services; 2. The cost-effective Facility Improvement Measures (FIMs) to be installed or caused to be installed by McKinstry and a description of the FIMs analyzed but disqualified under the cost effectiveness criteria; 3. A description of the services that McKinstry will perform or cause to be performed on or in the infrastructure, including but not limited to engineering, construction management, the operations and maintenance procedures for use on Equipment, training for personnel, warranty service provided, and equipment maintenance provided; 4. The Maximum Allowable Project Cost, itemized in detail, which may be amended to represent actual costs; 5. Recommendations for replacement of existing equipment, along with recommendations for improvements to existing equipment and operating conditions; 6. The service standards appropriate for the infrastructure; 7. The baseline energy consumption, including the data, methodology and variables used to compute the baseline, and the baseline calendar period which shall not be less than twelve (12) months; 8. The estimated energy savings and energy cost savings that are expected to result from the installation of the Equipment and from the Services, and an explanation of the method used to make the estimate; 9. The method by which Energy Savings and Energy Cost Savings will be calculated during the term of the Energy Services Agreement; 10. A description of how project financing (if allowed by the client) will be completed; 11. A description of how the Energy Savings will be guaranteed by McKinstry; 12. A description of how McKinstry proposes to be compensated; 13. The term of the Energy Services Authorization; 14. The Termination Value for each year during the term of the Energy Services Authorization; 15. The schedule for project completion; 16. The nature and extent of the Work and equipment that ESCO anticipates it will receive from other firms under subcontract. 5005 Third Avenue South * Seattle, WA * 98124-0567 * 206.762.3311 * Fax 206.762.2624 Packet Pg. 17 2.5 City Council Agenda Item Meeting Date: 08/9/2022 Public Safety Solar Plant - Project Update Staff Lead: Thom Sullivan, Facilities Manager - Department of Public Works Department: Public Works & Utilities Preparer: Royce Napolitino Background/History February 2022 - City Council accepted the State of Washington's Department of Commerce Energy Retrofit Grant for Public Buildings. This matching grant provides a share of the construction and installation of a proposed 100kW solar plant on the West Roof of the Public Safety Complex. Edmonds worked with McKinstry Company as their ESCO (Energy Services Company) consultant to apply for and secure the grant funding. The grant award of $119,645 amounts to 25-30% of the total cost of the proposed project. Staff Recommendation Complete the Investment Grade Audit with State approved ESCO g-max pricing in 2022-23 dollars. Narrative The Energy Retrofit Grant for Public Buildings is a rare opportunity for the Facilities Division to design and build a green energy project with State funding support. This project meets the State, County, and City goals of supporting projects that aid in reducing carbon emissions. This update is to inform the Committee of progress towards project mobilization as well as to inform about escalating projections of overall project cost, due to volatility in construction services, material sources and other industry and mobilization challenges. Additional unforeseen expenses include electrical controls infrastructure necessary to lock solar generation out during power outages when the building is run from an existing, emergency generator. While costs on the project implementation have escalated, the same has been true for rise in utility cost. This may result in the projects return on investment remaining unchanged. Packet Pg. 18 2.6 City Council Agenda Item Meeting Date: 08/9/2022 Public Safety Solar Plant - Interconnection Application and Net Metering Agreement Staff Lead: Thom Sullivan, Facilities Manager - Department of Public Works Department: Public Works & Utilities Preparer: Royce Napolitino Background/History February 2022 - Edmonds City Council accepted the Washington State Department of Commerce Energy Retrofit Grant for Public Buildings - a grant for the installation of a 100kW solar plant at the Public Safety Complex West roof elevation. Staff Recommendation Forward item to the consent agenda at the August 16th City Council meeting to authorize the Mayor's acceptance of the Net Metering Agreement and Interconnection Application from Snohomish County P.U.D. #1. Narrative Snohomish County P.U.D. #1, the City's electric utility, requires a bi-directional net electrical metering system to be installed at electrical generation plants up to 100KW. RCW 80.60 also requires electrical generation plant up to 100KW to interconnect with electrical public utility via bi-directional electrical meter. Electric consumption is calculated at the consumption of electricity greater than that produced by the generation plant. The agreement requires any short fall of electricity to be purchased from the public utility and is enforced through the life of the generation plant or until the facility withdrawals as a customer of the public utility. The agreement also specifies fees associated with interconnection of the net meter to the existing public utility system. Attachments: Interconnecton Application, 250 5th Ave N Net Metering Agreement_PUD_Aug2022 Packet Pg. 19 PUD USE ON L 2.6.a I " �`j-'.A�. - I N T E A P P R C O N L I C N E C A T T I O I O N N FOR SNOHOMISH COUNTY PUD CUSTOMERS ONLY 2312 06/20 CUSTOMER INFORMATION (PLEASE PRINT) FILE NUMBER APPLICANT NAME ACCOUNT NUMBER City of Edmonds 2022-9166-2 MAILING ADDRESS CITY STATE ZIP CODE 7110 210th St SW Edmonds WA 98026 DATE PHONE EMAIL ADDRESS 7/20/2022 (425) 275-4515 Thom.Sullivan@edmondswa.gov INSTALLATION INFORMATION (PLEASE PRINT) INSTALLATION ADDRESS CITY STATE ZIP CODE 250 5th Ave N Edmonds WA 98020 SOLAR INSTALLER (BUSINESS NAME) PROJECT LEAD PHONE PROJECT LEAD EMAIL ADDRESS McKinstry (206) 832-8765 heramba@mckinstry.com EMERGENCY CONTACT NAME PHONE ENERGY SOURCE (E.G., WIND, SOLAR, HYDRO, ETC.) Thom Sullivan (425) 275-4515 Solar RATED FACILITY OUTPUT KVA OR kW (DC SYSTEM SIZE) NUMBER OF PHASES VOLTAGE OUTPUT 126 kW -DC / 100 kW -AC 3-phase MODEL NUMBER 480Y/277V PANEL MANUFACTURER JA Solar JAM78D10 430-450/MB INVERTER MANUFACTURER (D.C. SYSTEMS ONLY) MODEL NUMBER VOLTAGE OUTPUT Chint Power Systems CPS SCA50KTL-DO/US-480 480Vac BATTERY STORAGE MANUFACTURER BATTERY SIZE (kW) BATTERY USAGE (kWh) # OF BATTERIES N/A N/A N/A N/A ❑ Attach a copy of manufacturer specification sheets (for panels, inverters or batteries as applicable). ❑ Attach a Facility and Proposed Interconnection Wiring Diagram (include all circuit breakers, fusing and protective devices). ❑ Sign and date your application and Agreement. J Retain a copy of the application and Agreement for your records. ❑ Project fee is payable at all PUD office locations by check or cash. I acknowledge receipt of Snohomish County PUD's Net Metering Agreement and Rate Schedule 200. 1 have read and understand the contents of these documents and I agree to fully comply with and be bound by all of the terms and conditions contained therein. This is to further certify that I understand this application is not an authorization to interconnect. I understand that my interconnection equipment and wiring will have to be inspected and approved by the Snohomish County PUD prior to any interconnection with the utility's facilities. By checking this box, inserting my name on the signature line below, and submitting the form electronically to the PUD, I u certify under penalty of perjury under the laws of Washington state that the information provided above is true and correct. Email to: solarexpress@snopud.com. CUSTOMER SIGNATURE DATE t Please return this completed, signed application with appropriate manufacturer specifications sheets to: solarexpress@snopud.com a Energy Efficiency Services, Snohomish County PUD, PO Box 1107, Everett WA 98206-1107 ENERGY HOTLINE: 425-783-1700, Monday - Friday, 8 AM to 5 PM (toll -free in Western Washington and outside the local Everett calling ar Packet Pg. 20 2.6.b PUS r :�:: M I = THIS NET METERING AGREEMENT (this"Agreement") is made and entered into by and between PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMISH COUNTY, WASHINGTON, a municipal corporation organized and existing under the laws of the State of Washington (the "PUD"), and ("Customer"), for facilities located at (address, city, zip code), and includes ADDENDUM ONE regardingWASHINGTONSTATE INVESTMENTCOST RECOVERYINCENTIVE FOR RENEWABLE ENERGY. WHEREAS, Customer intendstoinstall on its premises a"Net Metering System,"asdefined in RateSchedu le200, as it maybe amended from time to time, to be interconnected and operated in parallel with the PUD's electric system (hereinafter the Customer's "Generator"); and, WHEREAS, Customer intends to useany power from theGenerator for its own consumption, with anyexcessto be supplied to the PUD and any deficit tobesupplied bythePUD;and, WHEREAS, in accordancewith theStateof Washington's Net Metering Law, Revised Code of Washington ("RCW") Chapter 80.60, as amended, the PUD intends to install a bi-directional meter on Customer's premises and to bill Customer for such electric energy as it may use over and above the amount of electric energy produced by Customer's Generator; and, WHEREAS, in order to protect thesafety and reliability of the PUD's electric system and its employees, Customer agrees to i n stal I at its own expen seal I n ecessary i n tercon n ect ion, safety, andpower qualityequipment;and, WHEREAS,theaddition ofthenet m eteri n g system will not exceed Iimits estabIished bythePUDfor interconnection of gen erators on thedistribution feeder line, circu it, or network servi n g Cu stom er. IN WITNESS WHEREOF, the parties haveexecuted th i s Agreem en t as of theIast execution date set forth below. 1 • Snohomish County PUD Net Metering Agreement • 9/ 21 Packet Pg. 21 2.6.b Oft Z: = I. TERM This Agreement shall run from thedateof last execution set forth below until the Customer Generator vacates their premise and closes their electric account, or Customer Generator is permanently disconnected from the PUD's electric system in conformity with the terms of this Agreement, provided that all obligations incurred before thetermination of thecontract shall continuein forceuntil fully satisfied. As provided in Addendum Oneand Ch. 36, Lawsof 2017, ESSB 5939 (hereinafter, ESSB 5939), the investment cost recovery incentiveswill not be available after June 30,2030. II. CUSTOM ERSOBLIGATIONS A Generator SpecificationsCustomer shall own and operate entirelyat its own expensetheGen erator specified in the Customer's Interconnection Application, a copy of which is attached hereto as AttachmentCand incorporated herein by this reference. B. InterconnectionlZequirements Customer shall install, operate and maintain, entirely at its own expense, such equipment as is necessary to satisfy the safety, interconnection, and power quality requirements applicableto small electric power generators of the National Electric Code, National Electric Safety Code, Washington State Safety Standards, PUD Electrical Service Requirements and Standards, Institute of Electrical and Electronics Engineers, and recognized safety testing laboratories, and such other safety, interconnection, and power quality requirements as the PUD may reasonably specify. Standard PUD requirements for interconnection and operation of customer- owned generating facilities (100 kW AC or less in size) are specified in Exhibit A, which is attached hereto and is incorporated by reference as if set forth fully herein. Requirements specifically applicable to this generator, if any, arespecified in Attachment B,which is attached hereto and is incorporated by reference as if set forth fully herein. Customer shall providefaci I iti es an d access to accom m odateth e PU D's meteringequipment. G Initial Operation: Customer shall submit equipment specifications and detailed plans, including one - line diagrams, for the installation of the Generator and associated interconnection, safety, and control equipment and wiringtothePUD for its review and advancewritten approval prior totheir actual installation. Customer shall not commence operation of its Generator until the PUD has inspected and, where appropriate, tested the Generator and all associated equipment and wiring and has provided its written approval to commence parallel operations and Customer has, in addition, obtained all necessary inspections and regulatory approvals as specified in Subsection EofthisSection II. D. Changes in Operation or Equipment: Customer shall make no change in the Generator or associated equipment and wiring without priorwritten approval of the PUD. E Legal Compliance: Customer shall be solely responsible for obtaining any and all necessary easements, licenses and permits, orexemptionstherefrom, asmayberequ ired byanyfederal, state, or local statutes, regulations, ordinances or other legal mandates, and to operate the Generator in compliance with all applicablestatutes, regulations, ordinancesor other legal mandates. In addition, Customer shall comply with all applicable provisions of the PUD Electrical Service Requirements and thePUD'sCustomer Service RegulationsastheymayberevisedfromtimetotimebythePUD'sBoardofCommissioners. III. NET M ETER NG A Metering Equipment: The PUD shall install and maintain an electronic kilowatt-hour meter capableof registering the bi-directional flow of electricity at the Point of Interconnection at a level of accuracy 2 • Snohomish County PUD Net MeteringAgreement • 9/ 21 Packet Pg. 22 2.6.b that meets all applicab lestandards, regulations and statutes, provided that, the PUD may determine that the Generator is sized such that it does not require a bi-directional meter. The Point of Interconnection shall be defined as the point where electrical conductor owned by Customer makes physical contact with the PUD's electric system and feeds power onto or receives power from the PUD's electric system. The Point of Interconnection shall be specified in the plans and drawings submitted by Customer to the PUD. B. Interconnection Charge: Prior to com m en ci n g operations, and as a condition of receiving PUD approval for commencement of operations under Section II.C., Customer shall deposit with the PUD an interconnection charge consisting of: (1) the cost to the PUD to install any special or additional interconnection facilities on its electric system, if necessary to accommodate theflow of electricity from the Generator on to the PUD's electric system, including, but not limited to, control and protective devices, distribution transformer and reinforcement of its system; (2)any charges due the PUD under its Line Extension Policy; and, (3) the cost of any time and materials expended by PUD staff for engineering, reviewing plans, inspection, or other activities related to installation and interconnection of theGenera- for not otherwise recovered u nder the provisions of this Paragraph I I I.B. C Charges for Electric Energy: Customer shall purchase any required electrical power from the PUD. Customer shall paythe minimum monthly feeor customer charges specified in the PUD rateschedule applicableto customers in thesameclassas Customer, as that rateschedule may berevised from time to time bythePUD's Board of Commissioners. In addition, Customer shall payfor the net energy used, or becredited with thenet energy produced, in accordancewith theformula specified in thePUD's Schedule200NetMeteringProgram, asthatSchedule200maybemodifiedfrom timetotimebythe PUD's Board of Commissioners. The price for electric energy provided to or credited to the Customer underthisSection III shall bethepricecharged for such electricenergybythePUD under thePUD rate schedule applicable to customers in the same class as Customer, as such rate schedule may be revised from timetotime bythe PUD's Board ofCommissioners. D. Ellling: Customer shall be billed on the schedule applicable to customers in the same class and geographic area as Customer and shall be subject to the payment terms specified in the PUD's Customer Service Regulations. Customer shall not use the PUD's Budget (or Equalized) Payment Plan. If Customer is currently enrolled in the Budget Payment Plan, the PUD will cancel theplan and resume regular billing. A EmergencyAcoess:ThePUDshalIhavetheright atanytimeduring aPUDelectricsystememergency or when the PUD reasonably believes a hazardous condition exists to enter Customer's premises to address any problem or condition reasonably related to the electric system emergency or to relievethe hazardous condition. B. RDutineAcoess In addition to the PUD's access rights established under the PUD's Customer Service Regulations, Customershall atall reasonable ti m es provide access to au th orized PUD personnel toinspect or test the Generator and all related equipment and wiring provided that the PUD provides at least twenty-four (24)hours'noticetotheCustomer and schedules access at amutually convenient time. V. WASHINGTONSTATERENEWABLEENERGYCOSTRECOVERYINCENTIVE If Customer has elected to participate in theWashington State Renewable Energy Cost Recovery Incentive program for the production of certain forms of renewable energy resources under RCW Sections 82.16.110 through 82.16.130 and ESSB 5939, Section 6, Customer agrees totheadditional terms setforth in Addendum One,which is specifically incorporated herein bythis reference. 3 • Snohomish County PUD Net MeteringAgreement • 9/ 21 Packet Pg. 23 2.6.b VI. INDEMNITY. Customer hereby indemnifies and agrees to hold harmless and release the PUD and its elected and other officials, officers, employees and agents and each of the heirs, personal representatives, successors and assigns of any of the foregoing from and against any and all losses, claims, damages, costs, demands, fines, judgments, penalties, obligations, payments and liabilities, together with any reasonable costs and expenses (including, without limitation, reasonable attorneys'fees and out of pocket expenses and reasonable costs and expenses of investigation) incurred in connection with anyoftheforegoing, resultingfrom, relatingtoor arising out of or in connection with: (i)anyfailureor abnormality in theoperation of Customer's Generator or any related equipment; (ii)anyfailureof the Customer to complywith thestandards, specifications, or requirements referenced in Paragraphs II or IV of this Agreement or Exhibit A and Attachment B of this Agreement which results in abnormal voltages or voltage fluctuations, abnormal changes in the harmonic content of the generating facility output, singlephasing, or anyother abnormality related tothequantityor quality of the power produced by the generating facility; (iii) any failure of Customer duly to perform or observe any term, provision, covenant, agreement or condition hereunder to be performed or observed by or on behalf of Customer or(iv)anynegligence or intentional misconduct of Customer related tooperation of theGeneratoror any associated equipment or wiring. The indemnification obligations of Customer under thisAgreement shall not be limited in any way by insurance or any limitation on the amount or type of damages, compensation or benefits payable to or for any third party under workers' compensation acts, disability benefits acts or other employee benefits acts. With respect to any portions of this Agreement subject to Section 4.24.115 of the RCW, in theevent of any concurrent negligence on the part of the PUD and Customer, the indemnification obligations of the indemnitor under thisAgreement shall bevalid and enforceableonlytotheextent allowed under RCW4.24.115. VII. DI90ONNEMON. Customer may disconnect the Generator at any time upon thirty (30) days' notice to the PUD and thisAgreement shall terminateupon permanent physical removal offacilities necessaryto interconnect the Generator with the PUD's electric system, provided that any payment obligation arising under Section III and any indemnification obligation arising under Section V before the termination of this Contract shall survive such termination and shall continuein forceuntil fully satisfied. NAIL FOIZCEMA.HJF E A SuspensionofObligations Neither Partyshallbeliabletotheotherfor, orbeconsideredtobeinbreach of or default under thisAgreement becau se of, any failu re or delay in performance by such Party u nder thisAgreement to theextent such failureor delay is caused by or results from any cause or condition which is beyond such Party's reasonable control, or which such Party is unableto prevent or overcome byexerciseofreasonablediligence(anysuch causeorcondition, a"ForceMajeure"), includingbut not limited to: failure or threat of failure of facilities or equipment; fire, lightning, flood, earthquake, volcanic activity, wind, drought, storm and other natural disasters or acts of theelements; court order and act, orfailu retoact, of civil, militaryorgovernmental authority; changein governmental lawor regulation;strike, lockout and other labor dispute;epidemic,riot,insurrection, sabotage, war and other civil disturbance or disobedience; labor or material shortage; unanticipated discovery of historical or archaeological remains or artifacts; actor omission ofanyperson otherthan such Party, including breach of contract or failure of performance by any person providing services to the PUD which the PUD intended to use in its performance under thisAgreement. B. Notice; Required Effortsto Resume Performance. Any Party claiming ForceMajeure shall givetheother Party maximum practicable advance notice of any failu re or delay resu Iting from a ForceMajeure, and shall useits reasonablebest efforts to overcome the Force Majeu reand to resume performance as soon as possible; provided, however, that nothing in this Agreement shall be construed to require either Party tosettleanystrikeor labor disputein which it may beinvolved. 4 • Snohomish County PUD Net MeteringAgreement • 9/ 21 Packet Pg. 24 2.6.b C NoExcuseof Payment Obligations. Not with stand in g any other provision oft his Agreement, in no event shall a Force Majeure excuse a Party's failu reor delay to pay any amounts due and owingtotheother Party under or pursuant tot his Agreement. IX INDEPENDENT CONTRACTORSThe Parties hereto are in dependent contractors and shal I not bed eemed to be part ners,joint ventu rers, employees,franch isees orfranch isers, servants or agents of each other for any purpose whatsoever under or in connection with this Agreement. X ASSIGNMENT; EINDINGAGRENIENT. Customer shall not assign its rights under this Agreement to any other party without the express written consent of the PUD. The PUD may impose reasonable conditions on any such assignment (a) to ensu re that none of the Cu stomer's costs under this Agreement are transferred to the PUD as a result of default, bankruptcy, or any other cause, and (b)to ensurethat the intent of RCW Sections 82.16.110 through 82.16.130 and the PUD'sobligations thereunder are carried out consistent with the legislature's intent. XI. NOTICESANDOTHERCOMMUNICATIONS A Notice M ethodsand Addresses. Al I notices, requests, demandsandothercommunications required or permitted to be given under this Agreement shall begiven in writing (i) by personal delivery, (ii) by recognized overnight air courier service, (iii)by United States postal service, postageprepaid, registered or certified mail, return receipt requested, or (iv) by facsimile transmission, using facsimile equipment providing written confirmation of successful completed transmission tothereceiving facsimile number. All noticestoeither Partyshall bemadetotheaddressset forth below. Any noticeshall bedeemed to have been given on the date delivered, if delivered personally, by overnight air courier service or by facsimiletransmission; or, if mailed, shall bedeemed tohavebeen given on thedateshown on thereturn receipt as thedateof delivery or thedateon which the United States postal service certified that it was unableto deliver, whichever is applicable. B. Addresses for Notification: If to the PUD: PublicUtilityDistrict No.1 of Snohomish County,Washington 2320California Street PO Box 1107 Everett, WA 98206-1107 Attn: Solar Express Telephone: (425) 783-1700 Email: solarexpress@3nopud.com If to the CUSTOMER: Attn: Tel: Email: G Chang8of Address: Either party may change the address to which noticesshould be sent by giving notice of such changein accordancewith therequirementsof Section XI.B. 5 • Snohomish County PUD Net MeteringAgreement • 9/ 21 Packet Pg. 25 2.6.b )(II. CONSISTBNCYWITH OTHER CONTRACfSAND RATESCHEDULES Except as set forth explicitly herein, nothing in this Agreement shall be read to alter any provision of any other contract, agreement, regu Iation, tariff or rate schedu le setting for the rates, terms, conditions of service, or conditions of interconnection between the PUD and Customer. )(Ill. NO THIRD PARTYBENERCIARIES Except as expressly set forth in this Agreement, none of the provisions of this Agreement shall inuretothebenefit of or be enforceable by any third Party. AV. ENTIREAGREEMENT. This Agreement and the Exhibit, Attachments and Addendum attached hereto orincorporated herein set forth theentire agreement ofthePartiesand supersedeanyand all prior agreementswith respect tothe subject matter of this Agreement. The rights and obligations of the Parties hereunder shall be subject to and governed by this Agreement. XV. REVIE)IESCUMULATIVE No remedy conferred by this Agreement is intended to be exclusive of any other remedy, and each and every such remedy shall be cumulative and shall be in addition to any other remedy given hereunder or now or hereafter existing at law or in equity. XVI. WAIVERS Except as otherwise provided herein or as agreed by the Parties, no provision of this Agreement may bewaived except asdocumented or confirmed in writing. Anywaiver at anytimebya Partyof its right with respect to a default under this Agreement, or with respect to any other matter arising in connection therewith, shall not bedeemed awaiver with respect to any subsequent default or matter. Either Party maywaiveany notice or agree to accept a shorter noticethan specified in this Agreement. Such waiver of notice or acceptance of shorter notice by a Party at anytime regarding a notice shall not be considered a waiver with respect to any subsequent noticerequired under this Agreement. XVII. INVALID PROVISION. The invalidity or u nenforceability of any provision ofthisAgreement shall not affect the other provisions hereof, and this Agreement shall beconstrued in all respects as if such invalid or unenforceable provisions wereomitted. XVIII. AMENDMENT. No change, amendment or modification of any provision of this Agreement shall bevalid unless set forth in awritten amendment to this Agreement signed by both Parties. )(IX HEADINGS All headings herein are inserted only for convenience and ease of reference and are not to be considered in theconstruction or interpretation of any provision of this Agreement. XX. SEVEZABIUTY. If any provision of this Agreement or the application of such provision to any person or circumstance shall be held invalid, the remainder of this Agreement or the application of such provision to persons or circumstances other than thosetowhich it isheld invalid shall not beaffected thereby. )W. COUNTERPARTS This Agreement may beexecuted in two or more counterparts, each of which shall bedeemed an original, but all of which together shall constituteoneand thesameinstrument. XXII. ATTORNEYS FEES In the event any action or suit is brought by either Party under or in connection with this Agreement, the prevailing Party will be entitled to recover from the other Party, as part of its judgment, reasonable attorneys'fees and expensesand itscostsof suit. )WII. GOVERNING LAW; VENUE This Agreement shall be governed by and construed in accordance with the laws of the State of Washington(regardlessof thelawsthat might otherwisegovern under applicable principles of conflicts oflawofsuch state). Venuefor any action arising under or in connection with this Agreement shall bein the Superior Court for Snohomish County, Washington, or in the United States District Court for the Western District of Washington. 6 • Snohomish County PUD Net Metering Agreement • 9/ 21 Packet Pg. 26 2.6.b XXIV. RJLESOFOONSRJCnON;STATUTORYFEFBRBVCESWhenever in this Agreement the context so suggests, references to the masculineshall bedeemed to includethefeminine, references tothesingular shall bedeemed to include the plural, and references to"or"shall bedeemed to bed isjunctivebut not necessari I y exclusive. No provision of this Agreement shall beconstru ed in favorofor against eitherofthePartiesheretobyreason oftheextent towhichanysuch Partyor its counsel participated in th edrafti n g thereof or by reason of theextent towh ich such provision or any other provision or provisions of this Agreement is or are inconsistent with any prior draft thereof. Any reference to statutes or lawswill include all amendments, modifications, or replacements of the specific sections and provisions concerned. INWITNESSWHEREOF,theParties haveexecutedthisAgreementasof thedatefirstabovewritten PUBLIC UTILITYDISTRICTNO.1 OFSNOHOMISH COUNTY, WASH I NGTON By: Title: DateExecuted: CUSTOMER By: Title(if applicable): DateExecuted: 7 • Snohomish County PUD Net MeteringAgreement • 9/ 21 Packet Pg. 27 2.6.b Interconnection Requirements Customer -Owned Generating Fadlities 100 Kilowatts or Less CHAPTER1: GENERALCONDIT1ONS This Exhibit states the general conditions and requirements and technical specifications for the safe and reliable operation of interconnected customer -owned generating facilities, 100 kW ACor less in capacity, that are intended to generate energy to serve all or a part of the customer's load or for pu rchase by the PUD. Note:Capitalized terms shall havethemeaning of theword as defined in Chapter 3 of this Exhibit, entitled "Definitions." A Electrical Generating Systems(100kWACandSmaller) Any electrical generating facility with a maximum electrical generating capacity of 100 kW AC or less must comply with thesestandardstobeeligibletoconnectand operatein parallel with thePUD'sdistribution system. a Application Each customer seeking to interconnect generation that qualifies for net metering under Chapter 80.60 RCW will fill out and submit the application form to the PUD. Information must be accurate, complete, and approved bythePUD prior to installing the generating facility. G Application Fees Customerswill becharged an interconnection application fee. D. Application Prioritization All generation interconnection requests for facilities 100 kW AC or less from customers will be prioritized by the PUD thesameasanynewload requests. Preferencewill not begiven toeither request type. ThePUDwill process the application and provide interconnection in a timeframeconsistent with the average of other service connections. E Electrical Permit Prior to interconnection, all qualifying customers will obtain an electrical permit from the regulatory agency with jurisdiction over the installation, and the installation will be marked by such jurisdiction to show that the work has been approved. F. Unauthorized Connections For the purposes of public and working personnel safety, any non -approved generation interconnections d iscovered wi I I be immediately disconnected from t h e PU D system. G. Technical Specifications All technical specifications are contained in Chapter 2 of this Exhibit. H. Dedicated Distribution Transformer Toensurereliableservicetoall PUD customers and to minimize possibleproblemsfor other customers, the PUD will review the need for a dedicated -to -single -customer distribution transformer. Interconnecting generation under 100 kWACmayrequireaseparate transformer. Ifthe PUD requ ires a dedicated distribution transformer, theCu stomer shall payfor all costsof thenewtransformer and related facilities. Metering Net Metering under Chapter 80.60 RCW for fuel cells or generation facilities that produ ce electric energy using water, solar, wind, and biogas: The PUD shall install, own and maintain a kilowatt-hour meter, or meters 8 • Snohomish County PUD Net MeteringAgreement • 9/ 21 Packet Pg. 28 2.6.b as the installation may determine, capable of registering the bi-directional flow of electricity at the Point of Common Couplingat a level of accuracythat meetsall applicable standards, regulations and statutes, provided that, thePUDmaydeterminethatthegeneratorissizedsuch that itdoes not requireabi-directional meter. Where a bi-directional meter is not required, thePUD shall install, own and maintain a standard kilowatt-hour meter meeting such standards. The meter(s) may measure such parameters as time of delivery, power factor, voltage and such other parameters as the PUD shall specify. The customer shall provide space for metering equipment. It will be the customer's responsibility to provide the current transformer enclosure (if required), meter sock- et(s) and junction box after the customer has submitted his/her drawings and equipment specifications for PUD approval. ThePUD mayapproveother generating sou rcesfor net metering but is not requiredtodoso. Production Metering: The PUD may require separate metering for production. This meter will record all generation produced and maybereported separatelyfrom anynet metering or customer usage metering. All costs associated with theinstallation of production meteringwill bepaid bythecustomer. a Labeling Common label ingfurnished or approved by the PUD and in accordance with NEC requirements must be posted on meter base, disconnects, and transformers informing working personnel that generation isoperating at or is located on the premises. Guidelines for labeling are provided in the PUD's Electrical Service Requirements (ESR) Manual, Section 5. K Insurance &Liability Noadditional insurancewill be necessary for generation facilitiesthat qualifyfor net meteringthat havemet all safety, power quality and interconnection requirements, as currently set forth in RCW 80.60.040, and this Agreement. For other generation facilities permitted under these standards but not contained within RCW 80.60, additional insurance and indemnification may be required. Qualifying generation must meet these interconnection standardsand maintain compliancewith thesestandardsduringoperation. L Future Modification or Expansion Prior to any future modification or expansion of the customer -owned generating facility, the customer must obtain PUD review and approval. The PUD reserves the right to require the customer, at the customer's expense, to provide corrections or additions to existing electrical devices in the event of modification of government or industry regulations and standards. M. PUD SWem Capacity For the overall safety and protection of the PUD system, Chapter 80.60 RCW currently limits interconnection of generation for net metering to 4% of the PUD's peak demand during 1996. Additionally, interconnection of qualified customer -owned generation toindividual distribution feederswill belimited to10%ofthefeeder's peak capacity. However, the PUD may, in its sole discretion, allow additional generation interconnection beyond thesestated limits. N. Customer -Owned Equipment Protection It is the responsibility of the customer to protect their facilities, loads and equipment and comply with the requ irements of all appropriate standards, codes, statutes and authorities. 0. Interconnection Costs Additional costs aboveand beyond theapplication fee, if any, will becost-based and applied as appropriate. For example, costs may be incurred for transformers, production meters, and PUD testing, qualification, and approval of non UL 1741 listed equipment. 9 • Snohomish County PUD Net MeteringAgreement • 9/ 21 Packet Pg. 29 2.6.b CHAPTER2: TECHNICALSPEORCATIONS This Chapter sets forth the technical specifications and conditions that must be met to interconnect non-PUD-owned electric generation,100 kWPCor less, for parallel operation with thedistribution system of Snohomish PublicUtility District No. 1. For purposes of these Standards, the interconnecting entity shall be designated Customer, Snohomish Public Utility District No. 1 shall be designated as PUD, and the non-PUD owned electric generation shall be designated as Facility. A General Interconnection Requirements Any Facility desiring to interconnect with the PUD distribution system or modify an existing interconnection must meet all minimum specifications applicable, as set forth in thefollowing documents and standards and requirements in this Section in their most current approved version at the time of interconnection. 2. The specifications and requirements listed herein areintended to mitigate possible adverse impacts caused by the Facility on PUD equipment and personnel and on other customers of the PUD. They are not intended to address protection of the Facility itself or its internal load. It is the responsibility of the Facility to comply with therequirements of all appropriatestandards, codes, statutes and authorities to protect itself and itsloads. 3. The specifications and requirements listed herein shall apply generally to the non-PUD-owned electric generation equipment towhich this standard and agreement(s)apply throughout the period encompassing the Customer's installation, testing and commissioning, operation, maintenance, decommissioning and removal ofsaid equipment. ThePUD mayverifycomplianceat anytime, with reason ablenotice. 4. TheCustomerwiIIcomplywiththefollowing requirements inthisSection.Atitssolediscretion,thePUD may approve alternatives that satisfy the intent of, and/or may excuse compliance with, any specific elements of the requirements contained in this Section. a. CodeandRandards Customer shall conform to all applicable codes and standards for safe and reliable operation. Amongthesearethe National Electric Code (NEC), National Electric Safety Code (NESC), thelnstituteofElectrical and Electronics Engineers (IEEE), American National Standards Institute (ANSI), and Underwriters Laboratories (UL)standards, thePUD's Electrical Service Requirements, and local, state and federal building codes. The Customer shall be responsible to obtain all applicable permit(s)for theequipment installations on their property. b. Safety.All safety and operating procedures forjoint useequipment shall bein compliancewith the Occupational Safety and Health Administration (OSHA) Standard 29, CFR 1910.269, the NEC, Washington Administrative Code (WAC) rules, the Washington Industrial Safety and Health Administration (WI SHA)Standard, and equipment manufacturer's safetyand operating manuals. a PowerQuality.Installations will bein compliancewith all applicable standards including IEEE Standard 519-1992 Harmonic Limits. B. Inverter -Based Interconnection Requirements, asApplicable • IEEE Std 1547-2003 Standard for Interconnecting Distributed Resou rceswith Electric Power Systems • UL Std 1741, Inverters, Converters, and Controllers for Use in Independent Power Systems Equipment must be UL listed • IEEE Std 929-2000, IEEE Recommended Practicefor Utility Interfaceof Photovoltaic (PV)Systems C Non -Inverter -Based Interconnection Requirements The Application for such Interconnection may require more detailed PUD review, testing, and approval, at Customer cost, of theequipment proposed to be installed toensurecompliancewith applicable standards 10 • Snohomish County PUD Net Metering Agreement • 9f 21 Packet Pg. 30 2.6.b including: • IEEEStd1547-2003Stand ardfor InterconnectingDistributedResources with EIectricPower Systems • ANSI Std C37.90, IEEE Standard for Relays and Relay SystemsAssociated with Electric Power Apparatus • Customers proposing such interconnection may also berequired tosubmit a power factor mitigation plan for PUD review and approval D. Specific Interconnection Requirements 1. Visible/Lockable Disconnect. Customer shall furnish and install on Customer's side of the meter a UL approved safety disconnect switch which shall be capable of fully disconnecting the Customer's energy generating equipment from PUD electric service. The disconnect switch shall be located adjacent to PUD meters and shall be of the visible break type in a metal enclosure which can be secured by a padlock. The disconnect switch shall beaccessibleto PUD personnel at all times. This requirement may bewaived by the PUD if: (1) Customer provides interconnection equipment that Customer can demonstrate, to the satisfaction of PUD, performs physical disconnection of thegenerating equipment supply internally; and, (2)Customer agreesthat its service may bedisconnected entirely by the PUD if generating equipment must be physically disconnected for any reason. The PUD shall have the right to disconnect the Facility from PUD's supply at thedisconnect switch when necessary to maintain safeelectrical operating conditions or, if theFacilitydoes not meet required standards or, if the Facility at any timeadversely affects PUD'soperation of its electrical system or the quality of PUD's serviceto other customers. 2. VoltageandPhasingNominal voltage and phase configuration of Customer generation must be compatible to the PUD system at the Point of Connection (PC). 3. Interconnection to secondary Network Distribution Systems (distribution systems with multiple sources of secondary supply). Customer must provide evidence that their generation will never result in reverse current flow through the PUD's Network Protectors. All instances of interconnection to secondary Distribution Networks shall require review and written pre -approval by designated PUD engineering staff. Interconnection to distribution secondary area networks is not allowed. Closed Transition Transfer Switches are not allowed in secondary Network Distribution Systems. CHAPTER1 DEFINIT1ONS The following words and terms shall be understood to have the following meanings when used in the General Conditions and Technical Specifications of the Interconnection Standards. Application:The notice provided by Customer to the PUD, which initiates the interconnection process. Customer: Entity who owns and/ or operates the Facility interconnected to the PUD distribution system Fadlity,aisoreferredtoastheGenerator:Asourceofelectricity owned bytheCu stomer that is located on theCustomer's side of the Point of Common Coupling (PCC), and all facilities ancillary and appurtenant thereto, including interconnection equipment,which theCustomer requeststointerconnecttothePUD'sdistribution system. In -Service Date: The date on which the Facility and System Modifications (if applicable) are complete and ready for service, even if the Facility is not placed in service on or by that date. Net Metering As defined in RCW 80.60.010, means "measuring the difference between the electricity supplied by an electric utility and the electricity generated by a customer -generator over the applicable billing period." Network Distribution System (Areaor Spot): Electrical servicefrom adistribution system consistingofoneor moreprimary circuits from one or moresubstations or transmission supply points arranged such that they collectively feed secondary circuits servingone (a spot network)or more(an area network)PUD customers. Point Of Connection(PC):The point wherethe Customer's local electric power system connects to the PUD distribution system, such as the electric power revenue meter or at the location of the equipment designated to interrupt, separate or disconnect theconnection between the Customer and PUD. Seethe PUD for the location at a particular Customer site. 11 • Snohomish County PUD Net Metering Agreement • 9f 21 Packet Pg. 31 2.6.b - PUD Net Metering Agreement - Attachment B Project Specific Interconnection Requirement (Optional) 12 • Snohomish County PUD Net Metering Agreement • 9/ 21 Packet Pg. 32 2.6.b - PUD Net Metering Agreement Attachment C Customer's Interconnection Application Specifying Generator 13 • Snohomish County PUD Net Metering Agreement • 9/ 21 Packet Pg. 33 2.6.b /_l I] I]:01111] Lvi I l Washington State Renewable Energy*stem Cost Recoveryl ncentiveforRenewable Energy This RENEWABLE ENERGY SYSTEM COST RECOVERY INCENTIVE ADDENDUM applies to Customers who qualify for and participate in a renewable energy system cost recovery incentive, commonly referred to asthe "Production I ncentive"for ren ewableen ergy resources u n der th eprovision s of RCWSection s 82.16.110 through 82.16.130 and Ch. 36, Laws of 2017, ESSB 5939 (hereinafter, ESSB 5939), which provide incentives for the production of certain forms of renewable energy. The Parties hereby agree as follows: I. TERM This Agreement shall run from the datefirst set forth above until the earlier of: (1) the date upon which electric generator for which incentives may be available is permanently disconnected from Snohomish County PUD's ("PUD") electric system; (2) the date the customer generator vacates their premise and closes their electric account, or, (3)June30, 2030; provided that all obligations incurred before the termination of thecontract shall continue in forceuntil fully satisfied. II. CERFIF1CA110N IRBQUIFEM EVTS The PUD shall pay to Customer the Production Incentive authorized by the above referenced statutes, provided that Customer meetsall thefollowing requirements: 1. Customer has received a certification from the Washington State University Energy Extension Program as required by Ch. 82.16 RCW that its Generator qualifies for the Incentive. A new Customer that acquires an existing Generator must also receive su ch a certification; 2. Customer has, by August 1 of each year duringtheTerm of this Agreement, filed an application with the PUD meeting all requirements of ESSB 5939 Section 6; 3. ThePUD hasnotified Customer pursuanttoESSB 5939Section 6(20)(a)thattheProduction Incentive payment isauthorized; 4. The amount of Production Incentive requested by Customer does not exceed the amount that the PUD has been authorized to pay under ESSB 5939 Section 6(2)and RCW 82.16.130 (2); 5. The Customer has complied with the record -keeping requirements of ESSB 5939; 6. Customer hascomplied with all other requ irementscontained in RCW82.16 and ESSB 5939. Ill. PAYM ENT A Amount of Payment. If al th e con d ition s specified in Section II oftheAgreement are met, the PUD shall pay to the Customer a Production Incentive for power generated that is metered and posted to the Customer's account (billed) between July 1 and June30, inclusive (the "fiscal year"), in theamounts set forth in ESSB 5939 Section 6 (12), provided that thetotal Production Incentivepayments shall not exceed the limit set forth in RCW 82.16.130 (2)in any fiscal year. R MethodofPayment.ThePUD will makeProduction IncentivepaymentsdirectlytoCustomer. ThePUD shall pay Customer,nolater thanDecember 15 after th een d of each f iscal year, for th e Prod u ction I n centive payments to which it is entitled for that fiscal year. Customer shall not be eligible for any Production I ncentive paym ents for electricity gen erated prior to July 1, 2017, or after June30, 2030. 14 • Snohomish County PUD Net Metering Agreement • 9f 21 Packet Pg. 34 2.7 City Council Agenda Item Meeting Date: 08/9/2022 Presentation of 10-ft dedication for 88th Ave W right-of-way adjacent to 19508 88th Ave W Staff Lead: Rob English Department: Engineering Preparer: Emiko Rodarte Background/History N/A Staff Recommendation Forward item to the consent agenda for approval at the next City Council meeting. Narrative The City is currently reviewing civil construction plans for a proposed 3-lot subdivision, at 19508 881h Ave W. In accordance with Edmonds Community Development Code (ECDC) 20.75.085 (Subdivision - Review Criteria), the city council may require dedication of land in the proposed subdivision for public use. In accordance with ECDC 18.50.020 (Official Street Map - Dedication presumption and requirement), applicants for a subdivision shall be presumed to create development impacts upon the street and transportation system of the city and such presumed impacts shall be mitigated by the dedication of such right-of-way to the city and to public use. The City's Official Street Map (OSM) indicates a desired right-of-way width of 60-ft along 88th Ave W. As shown on the OSM (image below) there is currently a 50-ft wide right-of-way with an assumed half width of 25-ft along the subject property frontage and a requirement to dedicate an additional 5-ft. 19s2i J 0 co so S ` m 19532 1 96 TH However, according to surveys completed by two separate professional licensed surveyors (Attachments 2 & 3), the current half width right-of-way adjacent to the subject property is only 20-ft. Therefore, a 10- ft street dedication to the City of Edmonds is required along the property frontage, instead of the 5-ft shown on the official street map. Packet Pg. 35 2.7 Subsequent to Council approval, the street dedication will be recorded against the subject property with the final plat documents for the subdivision. Attachments: Attachment 1- Vicinity Map Attachment 2 - Site Plan - Dedication and ROW Width Attachment 3 - LLA AFN 202008115003 Reference Packet Pg. 36 2.7.a Select 19508 88t" Ave W 3-Lot Short Plat PLN2021-0021 Vicinity Map WIAND WAY — Maplewood Hdl Park 014. AIIW � k f � 0-1- A O t . — 0 it„ 3.1 Lu 200TH ST SW w � u 1g3RD PE SW' z s 144ZH PL SW o`Oo e IT s a a i� ' c Y mamma A 196TH ST SW z { z I� c .,,. • CL ITS _tom U r a Fri as ?OGTH ST SW t Packet Pg. 37 2.7.b LEGAL DESCRIPTION PARCEL A: THE EAST 90 FEET OF THE SOUTH 134.76 FEET OF THE FOLLOWING DESCRIBED TRACT. ALL THAT PORTION OF GOVERNMENT LOT 4, SECTION 18, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18, THENCE SOUTH 89'4227" EAST ALONG THE SOUTH LINE 1039.92 FEET TO THE EAST LINE OF SAID LOT 4; THENCE NORTH 00'50'00" EAST ALONG SAID EAST LINE 174.76 FEET,• THENCE WEST 20 FEET TO THE WEST MARGIN OF COUNTY ROAD AND THE SOUTHEAST CORNER OF THE TRACT HEREIN DESCRIBED AND THE TRUE POINT OF BEGINNING; THENCE NORTH 00'50'00" EAST ALONG THE WEST MARGIN OF SAID ROAD 154.76 FEET; THENCE WEST 271.41 FEET; THENCE SOUTH 154.75 FEET, - THENCE EAST 269.16 FEET TO THE TRUE POINT OF BEGINNING. ALL THAT PORTION OF GOVERNMENT LOT 4, SECTION 18, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18, THENCE SOUTH 89'4227" EAST ALONG THE SOUTH LINE 1039.92 FEET TO THE EAST LINE OF SAID LOT 4; THENCE NORTH 00'50'00" EAST ALONG SAID EAST LINE 174.76 FEET; THENCE WEST 20 FEET TO THE WEST MARGIN OF COUNTY ROAD AND THE SOUTHWEST CORNER OF THE TRACT HEREIN DESCRIBED AND THE TRUE POINT OF BEGINNING; THENCE NORTH 00'50'00" EAST ALONG THE WEST MARGIN OF SAID ROAD 154.76 FEET,• THENCE WEST 271.41 FEET,• THENCE SOUTH 154.75 FEET,• THENCE EAST 269.16 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 90 FEET OF THE SOUTH 134.76 FEET THEREOF. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 88TH AVE. W., AS THE BEARING OF N 00'52'15" E. BENCH MARK FOUND CASED CONC. MON. ON CENTERLINE, 88TH AVE. W. ELEVATION : 368.44 (PER GPS OBSERVATIONS) DATUM: NA VD 88 SURVEYOR NOTES 1. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND SURVEYOR OF RECORD. 2. BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS, OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. LOT 1 PLAT OF SEA VIEW PINES NO, 2 VOL. 39, PG, 170 SW 114, SEC. 18, T,27N,, R,4E,, W.M. 88TH AVE W SHORT PLAT (PRELIMINARY SNORT PLAT) FOUND CASED CONC. MON. I 1/2" IRON PIPE IN CONC. DOWN 1.0 : VISITED 3-12-21 LOT 3 I LOT 2 LOT 1 CITY OF EDMONDS S.P. NO, S-31-78 IP STAMPED A.F.#7807270284 CORNER. FENCE COR. 0.6'(N) & 0.4'(W) OF CORNER I FOUND MAG NAIL NO T - WASHER 0.1 N & __ _ ------ 0.2'(W) OF CORNER _ \ -3s2- J 1 Jy J N 8957G45_"_W 271.41' X - - \ � - - \\ 90.26' O \ \ \ \ BUILDING i \� � 10' TO BE D DtOATED SETBACK (� I _ _ TO Cl TY OF DMONDS- LINE (TYP) 1 25' REAR I 25STREET 1 10' SETBACK SETBACK ! 13,298 SF 44' PRI VA TE DRAINAGE EASEMENT I _ f 00 15' PRI VA TE r) II - �� DRAINAGE I 12, 010 SF III - EASEMENT J o 5 '\ N 89745" W W 75.00' I 'A ZN8 " W N / �'�wi 96.15' o / 2704180030330( oll / EXISTING HOUSE TO REMAIN / 12' I III � i o, ! ! 1 1 \ 1 I 1 1 I ! 1 I 11 > 346 � 3S 0 10' PRl l -- DRAINAGE EASEMENT FOUND 1-1 2" IRON PIPE 0.2 S & 0.1 ' E) OF CORNER. FENCE 0.2'(W) AT CORNER 27041800300400 2 14, 970 SF 12,085 (NET) 27' DRAINAGE & JOINT UTILITY EASEMENT (TYP) I I 17' PR/VA TE ACCESS EASEMENT 259.16' \ \ N 8957'50" W 269.16' � L'L/Ll1/11/l1l/11/� I Cd 20' PRIVATE ACCESS EASEMENT 30' DRAINAGE & JOINT UTILITY EASEMENT (TYP) FOUND REBAR W CAP STAMPED "MEYR/NG 2621 " 0.2'(N) & 0.2'(W) OF CORNER 196TH ST SW N 89'JJ56" W - 77.30' (0 N \0'-- �/Trirrm/Trir�i i FOUND REBAR W CAP STAMPED 'AFM 30442 0.1 W OF CORNER. END FENCE 0.7'(N) & 0.2'(E) OF CORNER 27041800300300 I I I I I I / 1 I I I I I I I I � I II I I II I II I I II it I it I I II I I I II I I II I III I I III I I I II; I I i / II 1 20' EX ROW II �I I II I 1 II to I I \I I l II I o l I II l II o I II II 2 I � II I II li l I I I II �i I I II II I II II I II I I I II I I I II II I II I I I I II I I II I II II I J I II I 'r I II II I I �I I r I I I p I I II I I I II I II I I II I I 6 II I I I II I I I II I I II FOUND CASED CONC. MON. W 2-112" BRASS DISK & PUNCH DOWN 1.3 : VISITED 3-12-21 - - _ 3 192NO ST W 1 <S/TE I� P I , --I-7KLST�W__ Ll2007H s -w r 262ND ST S_WI -TT �J�� S RAGUj? x � - tj BELL _ � l ' )J - I / MAID F /�, TT MAPLE ST ALDER ST J F t WALN T T o f � I WP4 - HEML WA_�- I ST -216TH S SW L _ _ -- VICINITY MAP SCALE.- 1" = 2000' SCALE.- 1" = 20' 0 10 20 40 PROJECT TEAM OWNER/APPLICANT SELECT HOMES 16531 13TH AVENUE W. #A 107 L YNNWOOD, WASHINGTON 98037 (425) 742-6044 EMAIL: KAYLA.CLARK®OUTLOOK.COM CONTACT- KAYLA CLARK SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512-7099 CONTACT DARREN J. RIDDLE SITE DATA CIVIL ENGINEER 16531 13TH AVE W, SUITE A 108 L YNNWOOD, WA 980J7 (425) 678-6960 EMAIL: ROBLOIRAMENGINEERINGINC.COM CONTACT- ROB L. LONG, PE SITE ADDRESS: 19508 88TH A VE W EDMONDS, WA 98026 TAX PARCEL ID NUMBER: 27041800JOJ400 TOTAL SITE AREA: 41,826 SF (0.96 AC) EXISTING ZONING: RS-12 PROPOSED ZONING: RS-12 NUMBER OF LOTS PROPOSED: 3 LOTS PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL MAX BUILDING HEIGHT.- 25 FEET MAX LOT COVERAGE FOR STRUCTURES: 359 TOTAL LOT AREA MAX DENSITY.- J. 7 UNITS PER ACRE PARKING REQUIRED PER LOT 2 ROAD AREA (EASEMENT): 2,885 SF GROSS DENSITY (3/0.96): J.13 D.U. PER ACRE AVERAGE LOT SIZE. • 13,426 SF SMALLEST LOT SIZE (LOT 3): 13,298 SF (0.31 AC) AGENCIES/UTILITIES JURISDICTION CITY OF EDMONDS WATER D/STR/CT CITY OF EDMONDS SEWER DISTRICT CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 FIRE DISTRICT SNOHOM/SH COUNTY FIRE DISTRICT NO. 1 TELEPHONE FRONT/ER COMMUNICATIONS ELECTRICAL SNOHOM/SH COUNTY PUD NO. 1 GAS PSE GARBAGE REPUBLIC SERVICE SHEET INDEX CITY OF EDMONDS 1 PP-01 PRELIMINARY SHORT PLAT 2 EC-01 EXISTING CONDITIONS MAP Know wha rs below. Call before you dig. THE BOUNDARY AND TOPOGRAPHY SURVEY SHOWN ON THIS S17E PLAN WERE PREPARED UNDER THE DIRECT SUPERVISION OF A WASHINGTON STATE PROFESSIONAL LAND SUR VEYOR ENGINEERING, INC. RAM Civil Engineering / Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM o o U U U U > co co o LO 2 Q O N o R =a 0 o 2 ^ N 3 0 t a� ytl O WA �v' � � z 36508 CL% ISTER�� ENGINEER. ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE. 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Q Uo W M a LL 0 = N O O-� I-- o z zU CY) o w U m � 0 W F- O m z z � J Q Q ry C) O U) 00 N J � � CLQ O Ln 00 p Ln 00 O OZ O I'-z J m m W 0 Z 5 rr O O U) Cr W = Z Z W m2Em 0 m F- U_ I <C� LLJ LL w m O � �_ �� w U < v C LLJ ~wm ,/ y CCLLJ z ,_,_, W O rr I L ED O U C JzQ �O(3o) U U Z o Cn GizpN m z 00LL oowm w U if m U) 0 m > UO O w Of D Cn 0 z G Packet Pg. 40 2.8 City Council Agenda Item Meeting Date: 08/9/2022 Presentation of Pedestrian Access Easement Adjacent to 23352 Edmonds Way Staff Lead: Rob English Department: Engineering Preparer: Emiko Rodarte Background/History N/A Staff Recommendation Forward item to the consent agenda for approval at the next City Council meeting. Narrative The City is currently reviewing frontage improvement plans for a townhouse unit lot subdivision located within the jurisdiction of Snohomish County and abutting Edmonds Way (SR-104) right-of-way, which is managed by the City of Edmonds. As a condition of development, the existing asphalt walkway will be replaced with a 5-ft wide planter and 6-ft wide sidewalk. A portion of the sidewalk will extend onto private property and therefore, a public pedestrian easement shall be provided to the City. Subsequent to Council approval, the street dedication will be recorded against the subject property with the final plat documents for the subdivision. Attachments: Attachment 1 - Vicinity Map Attachment 2 - Site Plan Attachment 3 - Frontage Improvement Cross Section Packet Pg. 41 2.8.a EDMaNDS WAY 1 Ellis Station 23325, 23403, 23409, 23415 Edmonds Way ENG2021-0183 ROW Permit Vicinity Map 1 our, �il��ea� you J51AG rr_0 ip F:� .2 C �7 d a Packet Pg. 42 I 2.8.b I ol II �\ EMERALD WOOD I `382----- -MA'T-999 TOWNHOMES I /DRA SPACE/ \ I I O / LANDSCAPE/RECREATION \ AFN 9605145002 SW114 NW114 SEC, 31, TWP, 27 N., RGE, 4 E,, W.M. 1 I 14 _ 25 i / PROPOSED E L/S S (SNOHOM/ H COU T/ON ' TY) iL�ANT 1 io' JOINT UTILITY (TYP) I- \ 9+35.58, 30.1' LT I iESS AN EASEMENT 8+66.11, 30.0' LT I ! 9+ 0.1' tT oww'4� I 1 ��0 8ti 332, 30.0` kT \ irp EXISTING FIRE „NCO HYDRANT - -_-_-_-- ---SD 7+59.12, 30.5'LT �0 SD - CONNECT _- --_- NEW CONCRETE SIDEWALK (� - L_ ___ - SD - TO EXISTING ASPHALT WALK - = � _ SD- - 2 -SS- _ --SS- SD CB #5631 Rl=379.08 I _ 7R _ -------------- - -----C,ENSER--C9NG-(-N/S}----------------- - „-.37- 254 93' L=94.54 CHANNEL=367.50 21 7+ mff -+- it I 1 PARCEL NO, 1 1 00555300400307 I I, 10+92.99, 30.1' LT I N - - - CONNECT NEW CONCRETE SIDEWALK �i TO EXISTING ASPHALT WALK " +64.95, 30.1' LT �� 7r I �� ---+- I - -SS--W� SD---- H -r --- _d_4_�r -- --W- = _---SD----SD 4 -SSA -SS -- li ,� LSS --- ----- -�I; - - ss- !I� -sST- SS 2+00 - 5 _ ass- i -- -- - - SS _ � #5627 W/ i 11+00 - N 5 005 Op 1'O8"W 639.18 \ 1 FALSE FLOOR _ � - 1 10 00 - - 24'CONC(S)1E=372.95 - _ 1 24"C _-------- - -SS- - 0, 153.50� - �� CHANNEL-370.09 j 236.01' 9+97.50, 30.1' LT - - - - N05'O1 OS W-------- 8 i I i - - / CENTER 25-gR1VEWAY�{P'1�R / - ---- 4) - - - - - ss - - - p _ -543) - - EDMONDS wa _ s_; , -ss - ---Sp--- jSD -" --W--_ --- ED S _-- -- ------- - ---____-- 1 - ----__-- - - - ----- _-'--__-_ 1.1 - -S------SD_ --SD W-- - W - - - W - SSMH #5630 W/ FALSE FLOOR _ - - Io1 _ _ - _� - - W - - = = -_-_ �- - - - - - CB #5637, TYRE/ RIM EL=378.67--SD- ===1== 5638 CHANNEL=369.31 SSMH #5633 M RIM EL=376.80 �fi - 8'PVC(S)1E=369.79 M 8'PVC(N)1E=36-Qr79� i M CB #5634, TYPE 2 RIM EL=376.34 i M i 12"CONC(S)1E=373.96 2.5' PEDESTRIAN ROW ACCESS EASEMENT LINE I 1 40' 6' 5' SIDEWALK PLANTER 1 1 CEMENT CONCRETE SIDEWALK PER COE STD DETAIL TR-531 (SEE DETAIL ON SHT DT-01) CEMENT CONCRETE VERTICAL CURB AND GUTTER PER COE STD DETAIL TR-520 (SEE DETAIL ON SHT DT-Ol) 2' MIN ;S ------ ' 5 _ -SS II _ 29, TYPE 11 _ - RIM EL=378.41 1 rENT€g S ------_ - - __� --- - W �-W - - - - - RIM EL# 379.49 EXISTING 12"RIM ENC(N)I 50 _----S FIRE 12"CONC(N)1E=377.28 8'PVC(S)1E=372.24 HYDRANT 12"CMP(SW)1E=377.25 8"PVC(N)1E=372.17 INT 1+00.00 DRIVE AISLE A 10+00.00 EDMONDS WAY - CB #5636, TYPE l I XXIST/NG RIM EL=377.91 I I FIRE 12"CONC(N)1E=375.55 I II HYDRANT 12"CONC(S)1E=375.55 I I I I I I PARCEL NO. 00555300100300 I I II I 30 f IRA VEL LANE I EX IRA EX ROAD SAWCUT LINE EX CENTER TURN LANE~I - 4" COMPACTED CLASS 1/2" HMA - 6" MIN COMPACTED DEPTH CSTC OR MATCH EXISTING DESIGN 6" COMPACTED SUBGRADE GRAVEL BORROW WHICHEVER IS GREA TER EDMONDS WAY (SR-104) 40 MPH POSTED SPEED SCALE 1 "=5' CONSTRUCT/ON NOTES N SCALE. 1 " = 20' 0 10 20 40 O12" SD FROM ELLIS STATION PROJECT. CONNECT TO EXISTING STORM DRAINAGE MANHOLE. O2 ELLIS STATION WATERMA/N CONNECTION. CONNECTION TO BE APPROVED BY OLYMPIC VIEW WATER & WASTEWATER DISTRICT. O3 EXISTING POWER/UTILITY POLE TO BE RELOCATED. O4 INSTALL CONCRETE CURB & GUTTER PER COE STD DETAIL TR-520. O5 NEATLINE SAWCUT EXISTING PAVEMENT. OINSTALL 6FT CONCRETE SIDEWALK PER COE STD DETAIL 7`R-531. 7 EXISTING WATER METER TO BE REMOVED. 8 OPEN CUT TRENCH. RESTORE ROADWAY PER DETAIL ON SHEET DT-01. Know whatt below. Gall before you dig. ENG2021-0183 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY CITY ENGINEERING DIVISION RAM ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM 2 �Z O rz W U W U v m � W W W W 0 0 U U LQ N S ytl O WA �v' � z 38508 CL% �AAm, v \ IO>\rA1. F90634FAFAM ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE. SCALE.- 4/23/21 AS NOTED JOB NO: 20-021 SHEET.- F/-01 SHT 4 OF 6 I Packet Pg. 43 2.8.c eM Packet-Pg. 44 2.9 City Council Agenda Item Meeting Date: 08/9/2022 Apollo Apartments - Release of Sewer Easement and Grant of Public Pedestrian Easement Staff Lead: Rob English Department: Engineering Preparer: Emiko Rodarte Background/History N/A Staff Recommendation Forward Release of Sewer Easement to City Council for a Public Hearing (date to be determined). Narrative The City is currently reviewing a 225 unit apartment complex at the corner of 2361h and Highway 99, addressed as 23601 Highway 99. Edmonds Community Development Code Chapter 16.60 - General Commercial Zone, requires a landscape planter between the street and the new wider sidewalk. In meeting this requirement, a portion of the sidewalk along Highway 99 will be located on private property and therefore, a public pedestrian easement shall be provided to the City. In addition to granting the public a pedestrian easement along the west property line, the development project includes release of a public sewer easement along the east property line. The existing structures on the development site, which will be demolished in their entirety, are currently connected to the City's public sewer system via public sewer easements along the east side of the proposed development. The existing public sanitary sewer main is proposed to be replaced by the developer with a new privately owned and maintained sewer main located slightly west of the existing. There is no public storm system within the subject easement areas. As there is no future use for the public sanitary sewer and storm easements, it is recommended that said easements located within the subject development site be released. The release of public easements are regulated by RCW 35.94.040, which addresses the release of surplus lands or property that were originally acquired for public utility purposes but are no longer required for providing continued public utility service. The City Council may, by resolution and pursuant to a public hearing, release or otherwise sell, the surplus lands or property at its fair market value or the rent or consideration to be paid. In compliance with RCW 35.94.040, an appraisal was completed indicating a fair market value of $86,250 for the subject sewer/storm easement area. Staff has reviewed the appraisal, along with the letter received from a project owner representative and consideration has also been given to the public benefits derived with completion of the proposed development project. The proposed development will provide 225 additional housing units within the City. Abandonment of the existing public sewer main Packet Pg. 45 2.9 and release of the easement relieves the City of any future responsibility to maintain the utility infrastructure located on private property. The project will replace existing sidewalk along Highway 99 with a new, wider public sidewalk and landscape area as described above. In addition, new public sidewalks and street trees will be provided along 2361" St SW where none currently exist. Lastly, as a comparison of easement areas, 1000 square feet of sewer/storm easement area is proposed to be released and 2628 square feet of pedestrian easement area will be provided with the project. For the reasons stated, staff recommends not seeking compensation for release of the easement. Attachments: Attachment 1- Vicinity Map Attachment 2 - Site Plan - Frontage Improvements Attachment 3 - Hwy 99 Cross Sections Attachment 4 - Pedestrian Easement Attachment 5 - Survey of Sewer -Storm Easement Attachment 6 - AFN 1588234 1962 Sanitary Sewer -Storm Easement (1) Attachment 7 - AFN 1588238 1962 Sanitary Sewer -Storm Easement (2) Packet Pg. 46 29 a it L ;■ 23 706 23720 " rr m �81 2380 * 23904 23914 of Edmonds IOWA W =a 8215 1 23525 � ■ APOLLO APTS VICINITY MAP 23625 1� 23 v 2341A 2342211 4 234 ■ 235G� 23508 , 5 . 235141 235 23526, ■ c r'I Irv. r Fl�n- 2 7 23804 5 23815 238121 2-a ■ r;827� 238 238 ryyo F13,031 0 252.60 505.2 Feet 376.2 This ma is a user generated static output from an Internet mapping site and is 4,514 p B P pp g reference only. Data layers that appear on this map may or may not be accura WGS-1984-Web-Mercator-Auxiliary_Sphere current, or otherwise reliak (D City of Edmonds THIS MAP IS NOT TO BE USED FOR DESIGN OR CONSTRUCTIC •.• .e rADunilek (� 0 C N Legend to Sections Boundary W Sections d Edmonds Boundary t) ArcSDE.GIS.PROPERTY_BUILDIF — ArcSDE.GIS.STREET CENTERLIN 0)_ to — <all other values, N Interstate Principal Arterial , Minor Arterial; Collector Local Street; On Ramp State Highways - <all other values> Q' Q -- 0 O 1 O 12 2 Q County Boundary Parks ArcSDE.GIS.PROPERTY_WASHII ArcSDE.GIS. PROPERTY v _CITIES ArcSDE.GIS.PROPERTY_CITIES City of Edmonds r City of Lynnwood a+ N City of Mountlake Terrace t V Unincorporated King Cc; Unincor M City of Woodway a+ Q Citv of Arlinaton: Citv of Bothell: C m Notes V t4 a+ a Packet Pg. 47 1 2.9.b SDMH RIM=439.20 NO MID 1 /I I / I I / =44 .4-4 45.15 \ 44.27 I / SDMH RIM=435.62 NO MID i / SSMHIIM NO /D I S / Aw / 1 NEW CONCRETE CURB / C5.3 AND GUTTER CB M=<" IE 2" DI(I / I 12" DI(! / B=437.61 IE " DI(NE)=43 I 2" DI(SW) 4.' / S C ` � NE 1 /4, SE DRAIN l/M E / WATER LINE GAS � LINE 1 36.74 OHPI/ / ) / OHP / <) 1 / NE CONCRETI AND C 1=-) NEW CURB RAMP (Tlj 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. SITE AND STREET IMPROVEMENT PLAN NOTES: I 1. SUBGRADE MUST BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY FOR ALL STREET IMPROVEMENTS. / 2. A RIGHT-OF-WAY (ROW) PERMIT IS REQUIRED PRIOR TO ANY USE OF AND/OR WORK IN THE PUBLIC ROW OR REAL PROPERTY OWNED BY THE CITY. 1 SSMH RIM= 411.96' INV. 8" PVC(E)=406.71 3. ALL TRAFFIC CONTROL DEVICES, SIGNING, STRIPING AND OTHER PAVEMENT DELINEATION SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL PAINTED FOGLINE INV. 8" PVC(W)=406.96' DEVICES (MUTCD). PAINTED INV. 8" PVC(S)=406.76' I CENTERLINE / �' 4. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE OPEN CUT SHALL BE A NEAT LINE MADE BY SAW CUTTING A CONTINUOUS LINE. SAW CUTTING WILL BE \ I Y 1/_ _T REQUIRED UNLESS THE CUT IS MADE PRIOR TO RECONSTRUCTION OR AN OVERLAY. 5 PERMANENT PAVEMENT PATCH SHALL BE AS SPECIFIED ON DETAIL 2 WOOD F� CE END b.1 '(S). I EASEMENT (NOT IN RECORD) CHAIN FINK FENCE/ START IIN 0.1 '(S) OF PROPERTY LINE. I LOT 7 I j I HA 199b I � � i L 7. WHERE TRENCH EXCAVATION EQUALS OR EXCEEDS A DEPTH OF FOUR FEET, THE DEVELOPER/CONTRACTOR SHALL PROVIDE, CONSTRUCT, MAINTAIN, AND BRA DISK REMOVE, AS REQUIRED, SAFETY SYSTEMS THAT MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, RCW 49.17, INCLUDING T111TH PA EMENT. WAC 296-155. THE TRENCH SAFETY SYSTEMS SHALL BE DESIGNED BY A QUALIFIED PERSON, AND MEET ACCEPTED ENGINEERING REQUIREMENTS (SEE WAC ?-2 _-- _ _ `rl I 296-155-660). _ t 8. THE DEVELOPER/CONTRACTOR SHALL FURNISH, INSTALL, AND OPERATE ALL NECESSARY EQUIPMENT TO KEEP EXCAVATIONS ABOVE THE FOUNDATION LEVEL FREE FROM WATER DURING CONSTRUCTION, AND SHALL DEWATER AND DISPOSE OF THE WATER SO AS NOT TO CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY OR / NUISANCE TO THE PUBLIC. SUFFICIENT PUMPING EQUIPMENT IN GOOD WORKING CONDITION SHALL BE AVAILABLE AT ALL TIMES FOR ALL EMERGENCIES, ------ 1 SD-�� INCLUDING POWER OUTAGE, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKMEN FOR THE OPERATION OF THE PUMPING EQUIPMENT. 9. COMPACTION TESTS SHALL BE PERFORMED TO ENSURE ADEQUATE COMPACTION ON ALL LIFTS. ALL COMPACTION TESTS SHALL BE CONDUCTED BY A LICENSED )0' I _ I- _ TESTING LABORATORY AT THE EXPENSE OF THE DEVELOPER/CONTRACTOR. SEE SECTION 3-9.4 OF THESE SPECIFICATIONS. 1 \ II 10. ROOF SHALL BE COATED WITH AN INERT, NON -LEACHABLE ENAMEL COATING. 11. WSDOT ROAD RESTORATION GUIDELINES SHALL BE FOLLOWED FOR UTILITY WORK IN HWY 99. FULL CONCRETE PANEL REPLACEMENT IS REQUIRED IF CUTTING INTO EXISTING PANELS. 12. CITY PARKS DEPARTMENT SHALL INSPECT ROOT BALL OF TREE PRIOR TO TREE PLANTING - 425.771.0230. 13. RESTRIPE PAINTED CENTERLINE(S) AND FOGLINE(S) AS NEEDED PRIOR TO PROJECT COMPLETION. 14. ANY VAULTS OR UNDERGROUND RETENTION WILL NEED TO MEET OR EXCEED HS20 STANDARDS FOR A POINT LOAD OF 45,000 LBS. r ----. I 11 I I --------- I J I LOT � Li ED �30 __-_--L----------- CHAIN LINK FENCE I ` 1.0'(S) OF SET CORNER. SITE AND STREET IMPROVEMENT PLAN 1 SCALE: 1" = 20' 20 0 10 20 40 PAVING LEGEND NEW ASPHALT OVERLAY EXISTING ASPHALT/UTILITY SAWCUT NEW CONCRETE FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2" EDGES SHALL BE TACKED NEATLY PER PG 58H-22 WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 & 5) APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 1' I SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. IMPORT BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (SEE NOTE 2) TRENCH WIDTH NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. LGU N DATE CITY OF EDMONDS TYPICAL HMA AND 2021 UTILITY PATCH PUBLIC WORKS DARD DEPARTMENT AIL APPROVED B": R. ENGLISH 41 0 CITY OF EDMONDS STANDARD DETAIL J SCALE: NTS �/ ASPHALT CONCRETE WEARING COURSE N HMA CLASS 1/2" PG 64-22 (WSDOT STD SPEC 9-02.1(4)) 0 in 0 000 0� °00 0� °00 0� °DO 0 00 0.0 00 0.0 00 0, 0 00 a O 0 00 O 0 00 O ro 00 O 0 p0 �0 00 00o 0o Ce0 69 00o 00 -III -I 1-I I 1-I I I -III -III-III-III-III-III=1 CRUSHED SURFACING BASE COURSE (WSDOT STD SPEC 9-03.9(3)) SUITABLE NATIVE MATERIAL FILL; TOP 12" COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION USING AASHTO T-180 (ASTM D1557). UNSUITABLE NATIVE MATERIAL SHALL BE REPLACED TYPICAL PAVEMENT SECTION SCALE: 1" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: I:y0 CITY ENGINEERING DIVISION O C ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 7 G GUI LL 4, of WA$� ct' E� • 25385 �Q � 1STV i s`�IONAL 04/ 28/ 22 1 J Q J Q Q m m J m N J J Q Q Q W (n Of w w ~ coo>>mm�N w w cc w cc cc to cn w U (D (D O V) N N W w w w w w w 000�cl- o� O O r-I r-I N N W N \ N \ N \ N \ N \ N \ _ r-I N 00 Ol -1 00 Q N N (N r-I O N C) \ \ \ \ \ \ m N Ln r-I lz:3- O r-I O r-I O O Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21 /2020 co ~ 0) O Z O) 00 W � � Q Q CL N 0 _j Z J p O CL M o Q N W SHEET: Z W W O 0:L IL V) F- W Q W F- Of W F- 0 V) � 0 Z Z Q Z W � w a N C5ml Packet Pg. 48 2.9.c c m E m U) c� w c c� •L U) a� m IL u a 4- 0 c /L^ V Y E 0) U) w L d 3 a� U) T O m U) a� a� r c m E a a O 0 a a c O V am N O L U am rn 3 x a Packet Pg. 49 2.9.d Return Address: City Clerk City of Edmonds 121- 5th Ave. N. Edmonds, WA 98020 PEDESTRIAN EASEMENT Grantor: 234 Edmonds JCV, LLC, a Washington limited liability company Grantee: City of Edmonds, a Washington municipal corporation Abbreviated Legal Parcels A and B, City of Edmonds Short Plat No. S-23-88: 8809210451 Description: Assessor's Property Tax Parcel No.: 004519-001-002-1, 004519-001-002-04, 004519-001- 002-03 and 004519-001-002-02 Property Address: 23606 and 23611 Highway 99 IN CONSIDERATION of benefits to accrue to the grantors herein, the undersigned, 234 Edmonds JCV, LLC, a Washington limited liability company, ("GRANTOR") hereby grant to the CITY OF EDMONDS, a Washington Municipal Corporation ("GRANTEE"), a permanent public pedestrian easement for the location and operation of a sidewalk and necessary appurtenances, over, across, through, and below the following described property, together with the right of access to the easement at any time for the stated purposes. The easement hereby granted is located in the COUNTY OF SNOHOMISH, STATE OF WASHINGTON, and is more particularly described and depicted in Exhibit A, attached hereto and incorporated herein by this reference. GRANTORS understand and agree for themselves and their successors and assigns not to cause or allow the construction or maintenance of any building or other structure in or upon the area conveyed without the prior written consent of GRANTEE, which may be granted or allowed in GRANTEE'S sole discretion. GRANTORS understand and agree that GRANTEE may cause the summary removal of any such building or structure so placed without GRANTORS' consent and that GRANTORS shall make no claim for and shall hold GRANTEE harmless from any claim by a third person for damage to or destruction of the property so removed. GRANTEE agrees to indemnify, defend and hold GRANTORS harmless from any and all liability or damage, including attorneys' fees and costs, incurred or arising directly from GRANTEE's use of the easement as stated above, except those arising from any of GRANTORS' acts, omissions or negligence. GRANTORS expressly reserve all rights not inconsistent with those granted to GRANTEE herein. DATED THIS DAY OF 2022_ Packet Pg. 50 2.9.d STATE OF WASHINGTON ) ) ss COUNTY OF SNOHOMISH) 234 Edmonds JCV, LLC Johnny C. Vong, Manager On this day personally appeared before me Johnny Vong to me known to be the individual described in and who executed the within and foregoing instrument and acknowledged that he signed the same as the Manager of 234 Edmonds JCV, LLC as its free and voluntary act and deed, for the uses and purposes therein mentioned. UNDER MY HAND AND OFFICIAL SEAL THIS , 2022 Accepted by the City Council dated CITY OF EDMONDS Michael Nelson, Mayor APPROVED AS TO FORM: Office of the City Attorney DAY OF NOTARY PUBLIC in and for the State of Washington, residing at day of 20 ATTEST/AUTHENTICATED: Scott Passey, City Clerk Packet Pg. 51 2.9.d PEDESTRIAN EASEMENT THAT PORTION OF LOTS 3 AND 4, ALL IN BLOCK 1, FRUITLAND ACRES TO LAKE BALLINGER ACCORDING TO THE PLAT RECORDED IN VOLUME to OF PLATS, PAGE 47, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT 4; THENCE NORTH 88037'03" WEST, ALONG THE SOUTH LINE OF SAID LOT 4, A DISTANCE OF 84.03 FEET TO THE POINT OF BEGINNING; THENCE NORTH 2-702-1'18" EAST A DISTANCE OF 194.45 FEET; THENCE SOUTH 62041'15" EAST A DISTANCE OF 2.85 FEET; THENCE NORTH 2-7018'45" EAST A DISTANCE OF 114.04 FEET; THENCE NORTH 62-041'15" WEST A DISTANCE OF 5.57 FEET; THENCE NORTH 27017'17" EAST A DISTANCE OF 2-3.58 FEET TO POINT ON THE NORTH LINE OF SAID LOT 3; THENCE NORTH 88036'51" WEST ALONG THE NORTH LINE OF SAID LOT 3, A DISTANCE OF 4.91 FEET TO A POINT ON THE EAST MARGIN OF PRIMARY STATE HIGHWAY NO.1 (HIGHWAY 99/AURORA AVE); THENCE SOUTH 27018'45" WEST ALONG THE EASTERLY MARGIN OF SAID STATE HIGHWAY NO. 1, A DISTANCE OF 333.33 FEET TO THE INTERSECTION OF THE SOUTH LINE OF SAID LOT 4 AND EASTERLY MARGIN OF SAID STATE HIGHWAY NO.1; THENCE SOUTH 88037'03" EAST ALONG THE SOUTH LINE OF SAID LOT 4 DISTANCE OF 7.79 FEET TO THE POINT OF BEGINNING; SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. Packet Pg. 52 2.9.d EXHIBIT B 236TH ST. S. W. r, / L4 SO- - r-----i--� / 1 / I / � I /-- L 1 BLOCK 1 PLAT OF / FRUITLAND ACRES TO O, / / LAKE BALLINGER VOL. 10, PG. 47 — — — LOT 3 LOT 4 00451900100202 PEDESTRIAN EASEMENT 2,628 SF SO, N 88'37'03" W 84.03' L5� ------ -- ___ S.E. CORNER / P.O. B. LOT 4 I LOT 19 LOT 20 / ; I LINE TABLE LINE LENGTH BEARING L1 2.85' N 62°41'15" W L2 5.57' N 62°41'15" W L3 23.58' N 2717'17" E L4 4.9 1' N 88'3651 " W L5 7.79' N 88'37'03" W SCALE: 1" = 50' 0 50 100 A. F. NO. Pacific Coast Surveys, Inc. LAND SURVEYING & MAPPING P.O. BOX 13619 MILL CREEK, WA 98082 q�.44 a� WasxJddl F o ti T, x a \o .P 37536 C> 1�� 41C I mS'T.E4'� \ � L Y EXHIBIT MAP FOR: 234 EDMONDS JCV, LLC. NW 1/4, SE 114, SEC.31, T.27N., R.4E., W.M. PH. 425.512.7099 FAX 425.357.3577 DRAWN BY DATE DRAWING FILE NAME SCALE JOB NO. www.PCSurveys.net CCF 3.29.22 212212esmt.dw4 ° = so' 21-2 Packet Pg. 53 (5. 2.9.e o0*0 < c cn c� o o on mo v o z m I- cn : n; o A a o ,� r-< 2 o o w o 0 O N z Lo co o m c o o '' cn z a I' m z a s 2 a N Rn m � 0 2\ m z o m o a n ma i rn Z I a cn "i o v (A N m m m n I.- Arn m Z C Sao cry „�o n (7) o o o Lo I� zy n p 00 m C" ZD z I,, cn a z o �� cocn rn 2 m Zo I O N Lo n .\ y n o o C) �yz y y a 0 w � o \ V � \ cl \ \ IV Z7 \ V ok \ 'A 1448_ _ 0 y rl I � ' \ 7 a � ` \ r/r//l/C \ Go l F -� I - I -�-- - 442 - - w Ell - � I IC ^: 6' z I r I I wa« FTF m N '\ p I If- \ \ -, I n , 2 --444----------- \\ o o r4--N ED - ,-' _------ --------442---------- - ONE � A I KEYST WALL c� \ 'mm ii _ rn� '\ I�v7v71 �� ,v Tr n n Ip m m C \\ jz -440_ I IP, (,4 ' cA rn N T; I� z ASPHALT CURB z m---------T 5 a '� _ _ _ RDCK WALL T� rn o ^ \� WALKOUT BASEMENT I ; g€� m — — — — — — — — — — ------ I I OVERHANG- I I _436 i I I - _ _ki— __�-- `�.A Zm �. 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Ln rn W i M CD ' l ' V! C) M CI The Eaet 5.00 feet of the North 100.00 feet of Tract 2 Lot 1, Fruitland Acres M m to 'Lake Ballinger as recorded in Volume 10 of Plats, page 47, records of Snohomish = U) , County, Washington. N E u t_ w ' C -T•I CL Q rn C a CD M THE CITY AGREES TO RESTORE TO SUBSTANTIALLY THE ORIGINAL CONDITION SUCH k N 1 W ' IMPROVEMENTS AS ARE DISTURBED DURING THE CONSTRUCTION, MAINTENANCE AND REPAIR n jMC-) OF SAID SEWER LI.NE3 PROVIDED, THE GRANTORS, THEIR HEIRS OR ASSIGNSSHALLNOT 1 M W CONSTRUCT ANY PERMANENT STRUCTURE OVER, UPON" WITHIN THE PERMANENT EASEMENT. E r DATED THIS -J4 0 "y DAY OF , 19 -I ( • L r Cn ce k N Cn STATE Of WASHINGTON C 0 0 COUNTY OF SNOHOMISH c7 M N ON THIS DAY PERSONALLY APPEARED aEFORE'ME A. E. ELFSTROM O0 tt. u,.,,,`,• CO Ln sR�� '•,•" TO ME KNOWN TO UE THE INDIVIDUAL S �� S•' e.o T • yIN AND WHO EXECUTED Ttl •WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED Z LL A !,"-FREE AND VOLUNTARY ACT AND DEED, FOR THE USES THAT ,S ! GNEO THE SAME. 3 /�Cdafi(�Z� Q s� fL � L r•tiN�Dl RU S_eb THEREIN MENTIONED. I I I ' I to t�>s&.'N UNDER MY 'HAND AND OFF 1 C I AL SEAL THIS DAY' OF c o I •. , * E ret .,.19 E $ NOTAR IS i C I N 0R HE $ ATE s0 1A311I NGTON, � d ate RESIDING AT SLATTLt I E - �' cv L_ 3 NO SALES TAY. °° r,F ca ^..�3 REQUIRE a �. to JAN 281963 BY ,Wye_..._......._..�....,_,...,�...:.�.;....,..�.,.�,,..,__..�.,,._..,.�,.:;.....�.....,w,.._....a.,....,...,,.�.,....,.•..N,_,__.....�,...._..,..,:..,^.......,;�,_.�,.,�,,,.,..... .. I Packet Pg. 55 E y R s L , LU � y E A S E M E tt7 i a 3 IN CONSIDERATION OF UENEFITS TO ACCR.U£ TO THE GRA'.TONS HEREIN aY REASON OF D_ THE CONSTRUCTION AND ESTABLISHMENT OF A SEWER SYSTEM, THE .;IDERSIGNED, William E. and � p AND William E. Franklin. Jr., and oan R. ---I _ _Mary E. Franklin _ Franklin, HEREL.Y GRANT TO THE CITY OF ED-IONDS, A LJUN ICI PAL CORPORATION, A PERMANENT EASEMENT FOR THE INSTALLATION, OPERATION, AND HACNTE;;A::CE OF A SANITARY AND/OR STORM SEWER M 0 LINE OVER, ACROSS, THROUGH AND UELOW THE FOLLOWING DESCRI-ED PROPERTY, AND THE j '13 _ 1 FURTHER RIGHT TO REMOVETREES, UUSHES, UNDERGROWTH AND OTHER OBSTRUCTIONS INTER_- lC FERING WITH THE LOCATION, CONSTRUCTION AND MAINTENANCE OF SAID SEWER LINES, --� -rj£ d THE EASEMENT AND RIGHT-OF-WAY HEREBY GRANTED IS LOCATED IN THE COUNTY OF SNOHOM'ISH) STATE OF WASHINGTON, AND IS MORE PARTICULARLY OCSCRI13ED AS FOLLOWSI N frl W t M Q. i C-) O 3 0 tTl � The 'East 5.00 feet of the North 100.00 feet of the South 200.00 feet of Tract rn' �" m 2. Lot 1.. Fruidand Acres is 'Lake Ballinger as recorded in Volume 10 of Flats, Page 47. records of Snohomish County. Washington. , CL 1 + Q 3 ° M o M N o M _ THE CITY AGREES TO RESTORE TO SUBSTANTIALLY THE ORIGINAL CONDITION SUCH d IMPROVEMENTS AS ARE DISTURuED DURING THE CONSTRUCTION, MAINTENANCE AND REPAIR rri C7 � OF SAID SEWER LINES; PROVIDED, THE GRANTORS, THEIR' HEIRS OR ASSIGNS SHALL NOT Z r W STRUCTURE OVER, UPON OR WITHIN THE PERMANENT EASEMENT. + ,� E ' CONSTRUCT ANY PERFIAIIENT S7 C BATE® THIS. DAY OF ae, In 29 - S: • S. U) STATE OF WASHINGTOw j j j Ss COUNTY OF SNOHOMISH) n 00 r I ON THIS DAY (PERSONA Y PEAREO UEFORE ME 11. (or- a I_• f 00 AND ww-. _ FAQ, , Ir, _6, TO ME KNOWN TO tsE HE INDIVIDUAL(S) DESCRIBED 1N AND WHO EXECUTED THE WITHIN AN FOREGOING I;.STRUHEPIT, AND ACKNOWLEDGCO Z THAT SIGNED THE SAME AS FREE AND VOLUNTARY ACT AND DEED, FOR THE USES # LL AND PURPOSES THEREIN MENTIONEO. a GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS � 0� DAY OF 19� E `N�\tilill ca CI. NOTARY PJOL I C 1.4 AND FOR nE TATE F :/A3111 NGLON, _ �`✓ G ,: 1` j;i RES I D 114G AT _. E Cot RECZUIREt7. � f a 4 JAN 231963 00 �CN VENE . I t _: ».. ..JM, .+_i , s+'W,4.Y4MU.^'9iCfAM:+"l;MttU.,'v >s .k:.. pt. y-. x.•.. 1 A 2.10 City Council Agenda Item Meeting Date: 08/9/2022 Presentation of Supplemental Agreement with KPG Psomas for 76th Ave and 220th St. Intersection Improvements Project. Staff Lead: Rob English Department: Engineering Preparer: Emiko Rodarte Background/History On May 18, 2021, the Professional Services Agreement with KPG for the 76th Ave W @ 220th St SW Intersection Improvements project was approved. On October 12, 2021, Supplemental Agreement #1 with KPG for the 76th Ave W @ 220th St SW Intersection Improvements Project was approved. On June 21, 2022, Supplemental Agreement #2 with KPG for the 76th Ave W @ 220th St SW Intersection Improvements Project was approved. Staff Recommendation Forward item to the consent agenda for approval at the next City Council meeting. Narrative This project proposes intersection improvements at 76th Ave. W and 2201h St. SW to convert the existing split phasing signal operation to simultaneous protected/permissive left turns with flashing yellow arrows for the eastbound and westbound movements. This conversion will be possible with the addition of left turn lanes for both movements. The existing bike lanes for the southbound and eastbound movements will be extended to the intersection as part of this project, along with sidewalk widening, planter strip addition depending on the land use category of the properties, water/stormwater upgrades with potential conversion of overhead lines to underground, and lighting upgrades. At the June 27tn 2022 City Council meeting, Council approved Option 2 as the preferred option to reconfigure travel lanes in the eastbound approach to provide a dedicated left turn lane, a combined thru / right turn lane with one departing eastbound lane only along 2201h St. SW, and removal of the proposed southbound right -turn lane along 76th Ave. As part of the preliminary design phase, the consultant has completed the survey base map, preliminary analysis for the environmental and stormwater requirements, street lighting evaluation, and undergrounding of overhead utility requirements. The following tasks will be completed in order to finalize the design and prepare final plans, specifications and cost estimates: Finalize survey; Finalize geotechnical report; Packet Pg. 57 2.10 Environmental documentation; Public outreach; Utility coordination; 30%, 60%, 90%, 95%, and 100% PS&E (including design of undergrounding utility conversion, and water and stormwater design); Right of way services for acquisition and/or temporary construction easements for a total of 14 parcels; and Bid support. The preliminary scope of work is attached and staff is working with the consultant to finalize the fee to complete the work. The City secured a $702,000 Federal transportation grant for the design phase and a $387,500 Federal grant for the right of way phase. The local funding match for this project is revenue collected from the traffic impact fee program. During the design phase, grant applications will be submitted to secure construction funds to build the project Attachments: Attachment 1 - 76th Ave & 220th St Scope of Work Packet Pg. 58 2.10.a EXHIBIT A City of Edmonds 76th Ave W @ SW 220th St Intersection Improvements Supplement #3 — Final Design Scope of Work August 1, 2022 Background This supplement includes work to finalize the intersection design based on the preferred alternative developed during the preliminary design. The preferred alternative includes the addition of a westbound left turn lane, widening for a bike southbound bike lane on the north leg and an eastbound bike lane on the west leg; removal of second eastbound travel lane on the east leg for approx. 400 ft; installation of 7 ft sidewalks on all legs; installation of 5' planters on the north, south and east legs; water line replacement within the project limits, stormwater conveyance modifications and new water quality structures, new signal and illumination systems; and aerial utility undergrounding (except for high powered transmission lines on the south side of 220th St SW. The work to be performed by the consultant team consists of preparing design drawings and documentation, production of plans, specifications and cost estimates for review and bidding, environmental documentation, right of way acquisition services, & supplemental geotechnical investigation. The Design phase is funded through a Federal CMAQ grant / local funds (serving as local match) and the right of way acquisition phase is partially funded by a Federal STP grant / local funds (serving as local match). Right of way funds are required to be obligated by June of 2023. The City will be pursuing additional transportation grants in the future to fund the construction phase. This phase on the project includes finalizing the environmental assessment and receiving approval of the NEPA documentation, preparing the project funding estimate and completing right of way and easement acquisitions, completing the roadway, sidewalk, water conveyance, stormwater conveyance and water quality design, illumination and signal design, aerial utility undergrounding, property restoration and landscaping. Project Assumptions • Designs will meet the LAG Manual standards. • There is no set DBE goals for the design and right of way phases of the project. • The 2005 PROWAG standards will be used as a basis for ADA design requirements for all intersections. • No significant changes will be made to the overall layout or project footprint developed during the preliminary design phase. • Drafting and plan production will be completed using THE CONSULTANT standards established on previous City of Edmonds projects. City of Edmonds Page 1 of 23 THE CONSULTANT 76" Ave W @ 220" St Intersection Improvements 03130121 Packet Pg. 59 2.10.a Work Element 1 Project Management It is anticipated that design, environmental permitting and right of way acquisition services will be completed by December 2024. 1.1 Provide project management administrative services including: • Execution of subcontractor agreements • Preparation of monthly progress reports and invoices • Record keeping 1.2 Provide internal project management and coordination: • Project staff management and coordination • Subcontractor management and coordination • Prepare and update project schedule • Schedule and budget monitoring 1.3 Coordinate with City staff, including preparation and attendance of up to 8 coordination meetings throughout the duration of the project. • Review discussion meetings after each submittal has been reviewed (estimate 3) — Assumes 3 consultant team members at meeting • Bi-Monthly team meetings with the City throughout the project duration (estimate 9) — Assumes 3 consultant team members at meeting • Weekly check -in phone meetings for the duration of the project (PM only) Deliverables: ♦ Monthly invoices including a brief outline of work completed within the billing period and identification of any possible work or coordination items that may delay the project schedule ♦ Consultant and sub -consultant invoices shall be submitted in a format approved by the City and in compliance with the WSDOT LAG Manual ♦ Meeting agendas and minutes ♦ Emails regarding work status updates, design questions, coordination efforts, ect... ♦ Monthly Project Schedule updates when/if the project schedule is altered Work Element 2 Quality Control/Quality Assurance The Consultant shall provide internal QA/QC reviews of the following major work elements prior to submittal to the City. 2.1 Field review completed base maps for completeness and accuracy and incorporate findings. 2.2 Senior review of discipline reports. 2.3 Provide senior review of 30% Plans and estimates. 2.4 Provide senior review of 60% Plans, specifications and estimates. Provide o a City of Edmonds Page 2 of 23 KPG Psomas 76" Ave W @ 220' St SW Intersection Supplement #3 — Final Design Packet Pg. 60 2.10.a constructability review of 60% Plans, specifications and estimates. 2.5 Provide senior review of 90% Plans, specifications and estimates. Provide constructability review of 90% Plans, specifications and estimates. 2.6 Provide senior review of 95% & Bid Plans, specifications and estimates. Deliverables: ♦ Senior review & construction review notes/recommendations regarding preliminary design to be submitted to the City ♦ THE CONSULTANT QA/QC checklist to be filled out and signed by senior reviewer. Checklists for each stage shall be provided concurrent with the submittal documents. Work Element 3 Supplemental Survey and Mapping Additional survey may be required to support the final design efforts. 3.1 Additional survey may be required to support driveway and utility design efforts. No additional survey work will be performed without prior authorization from the City. The Consultant shall use previously established controls for additional survey needs, integrate additional survey elements into the working basemap and update existing surface data as needed. Deliverables: ♦ Electronic copies of survey and basemap files saved in Civil 3D version 2018 or 2022 ♦ Back-up documentation for utility locates, utility measure -downs and control features Work Element 4 Environmental Permitting and Documentation 4.1 NEPA Documentation: The Consultant will update the preliminary version of the Washington State Department of Transportation (WSDOT) Local Programs National Environmental Policy Act (NEPA) Categorical Exclusion (CE) Form (formerly the Local Agency Environmental Classification Summary) based on the revised project footprint and requirements. This task includes updating the Area of Potential Effects (APE) letter. This task includes participation by LAI's Senior Associate in a NEPA coordination 8 meeting with staff from the City and WSDOT Local Programs. The final version of the 0 project NEPA CE form will be prepared after the coordination meeting and preparation a City of Edmonds Page 3 of 23 KPG Psomas 76" Ave W @ 220" St SW Intersection Supplement #3 — Final Design Packet Pg. 61 2.10.a of supporting documentation provided in the tasks below. Assumptions: ♦ Federal funding will be provided by the Federal Highway Administration distributed through WSDOT Local Programs. ♦ The NEPA coordination meeting will occur after the preliminary version of the CE form has been updated. ♦ NEPA documentation prepared in association with federal funding will be adopted as the State Environmental Policy Act determination of non -significance pursuant to Washington Administrative Code 197-11-610. ♦ The project will not require preparation of individual discipline reports associated with air quality conformity/greenhouse gases, wetlands/waterways, Section 6f resources, Section 4(f), cultural/historic resources, or agricultural lands. Deliverables: ♦ An electronic copy of the preliminary and final NEPA CE form in Microsoft Word ♦ An electronic copy of the APE letter and associated figure 4.2 Noise Study and Report The Consultant will conduct a traffic noise assessment for the project corridor for potential noise impacts to sensitive receivers within the project study area. The traffic noise assessment will include the following components: Pre -Consultation with WSDOT: Before conducting field work or traffic noise model (TNM) development, the Consultant will meet with WSDOT noise specialists, if necessary, to confirm the appropriate number of modeling receptors and noise validation measurement locations. Noise Measurements for TNM Model Validation: Noise measurements will be collected along selected existing roadway segments that may be affected by the proposed project. The collected data will be used for model validation as part of the noise assessment. Noise Assessment: Noise levels will be predicted for the existing road (the "no -build" alternative) and one "build" alternative. The City planning department will be consulted to determine the locations for which residential building permits have been issued for any vacant lots adjacent to the roadway. A land -use inventory will be conducted to identify the existing and currently -permitted future noise -sensitive land uses and to assist in selection of noise modeling locations. Representative receiver locations will be modeled for prediction of noise levels and determination of noise impacts. The Consultant will incorporate provided traffic data into the model. The traffic noise impact criteria against which the project traffic noise levels will be evaluated will be from WSDOT's 2020 Traffic Noise Assessment and Abatement Policy guidance manual. Noise Barrier Analysis: If the noise analysis indicates impacts in areas where noise abatement measures are constructible, then the Consultant will use the TNM model to a City of Edmonds Page 4 of 23 KPG Psomas 76" Ave W @ 220" St SW Intersection (WO L22 Supplement #3 — Final Design Packet Pg. 62 2.10.a design the height and length of noise barrier walls that satisfy WSDOT's acoustical feasibility criteria. The Consultant will estimate the construction cost for each wall by using WSDOT's unit cost factor and will determine the economic reasonableness based on the number of benefited receivers shielded. For budgetary purposes, based on inspection of preliminary aerial photographs, this scope assumes that up to three separate noise walls will be evaluated. The Consultant will coordinate with the civil engineering design team to provide the required heights, top elevations, and lengths of each noise wall that satisfy both the feasibility and reasonableness criteria. Noise Discipline Report: The Consultant will prepare a technical report summarizing the findings of the noise study. The contents will include descriptions of land use in the project area, existing noise conditions, methods of analysis, impacts, and evaluated noise mitigation measures. Mitigation cost estimates will be included, and construction noise impacts will be discussed. The report will also include maps of the existing and proposed alignments, as well as existing and proposed future land uses, on a scaled vicinity map. Comparative tables will be prepared to aid in understanding project impacts and mitigation. A draft report will be submitted to the City for review. The Consultant will then revise the report based on the City's consolidated comments and submit it to WSDOT for review. The Consultant will respond to WSDOT comments to prepare the final report. Assumptions: ♦ The Consultant will conduct validation modeling for up to three receiver locations, and noise modeling for no more than 10 receiver locations. ♦ Peak hour Existing Year, No Build, and Build Year traffic volumes will be provided by the City ♦ The Consultant will provide a letter for the City to distribute to noise -sensitive receivers (i.e., residences, businesses, etc.) seeking permission to complete noise field measurements. ♦ Efforts to collect noise measurements from building interiors or balconies is not included in this scope of services. Deliverables: ♦ An electronic (Microsoft Word) copy of the City -review draft noise technical report ♦ An electronic (Microsoft Word) copy of the WSDOT-review draft noise technical report ♦ An electronic (Adobe PDF) copy of the final noise technical report 4.3 Biological Assessment, Section 7 Endangered Species Act; Magnuson -Stevens Act Essential Fish Habitat Evaluation The Consultant will prepare a biological assessment (BA) for selected species federally listed as threatened or endangered in the action area under the Endangered Species Act and an Essential Fish Habitat (EFH) evaluation for the proposed project. The Consultant will obtain updated species lists from agency websites, request site -specific species and habitat information from the Washington Department of Fish and Wildlife Priority Habitats and Species database, and review information from the Washington Natural Heritage Program. City of Edmonds Page 5 of 23 KPG Psomas 76" Ave W @ 220' St SW Intersection Supplement #3 — Final Design Packet Pg. 63 2.10.a Evaluation of specific project details, such as construction techniques and equipment used, timing of construction, and best management practices will be based on information provided by THE CONSULTANT. The report will establish the project action area, which will incorporate the farthest extent of both aquatic and terrestrial impacts. Appropriate environmental baseline information and species history will be summarized in the BA. A determination "may affect, not likely to adversely affect" (NLAA) is anticipated. The project is not expected to impact EFH. The Consultant will prepare a draft BA and EFH evaluation for review and comment by THE CONSULTANT and the City, and then a final document. Assumptions: ♦ The BA will be drafted using the current WSDOT template ♦ A 30 percent to 60 percent level of design will be sufficient for preparation of the BA and EFH evaluation report ♦ The project will have a NLAA determination on listed species and/or their designated critical habitat and a formal Biological Opinion will not be required. The project will have no adverse impact to EFH. ♦ WSDOT BA procedures for calculating the extent of in -water impacts will be used; however, this task does not include water quality modeling using CORMIX modeling software. In -water construction will not be required as part of the proposed project. ♦ This task does not include meetings with agency staff from the US Fish & Wildlife Service or National Oceanic and Atmospheric Administration Fisheries. ♦ Design and construction details required for permit applications that are not directly related to a critical areas determination will be provided to the LAI biologist. Such elements include, but are not limited to, a stormwater drainage report; a temporary sediment and erosion control plan; proposed construction timing, sequencing, and duration; and primary types and duration of construction equipment to be used. ♦ This task does not include efforts to conduct a 6-month update review of species listings. ♦ The scope of work does not include monitoring of any federally listed or state listed species during construction activities. Should any monitoring of these species be required, an addendum to this scope and budget can be prepared. nPlivPrah1Pc- ♦ Electronic (Adobe PDF) copies of the draft and final BA and EFH Evaluation report. 4.4 Environmental Justice The Consultant will prepare the WSDOT Environmental Justice — Decision Matrix to Q assist the project team in determining whether minority or low-income groups or individuals should be targeted during the project's public involvement process. Based E on available existing demographic information, the Consultant will inventory the population potentially impacted by the project to determine the extent of populations that a City of Edmonds Page 6 of 23 KPG Psomas 76" Ave W @ 220" St SW Intersection Supplement #3 — Final Design Packet Pg. 64 2.10.a conform to US Department of Transportation (DOT) definitions for "minority" and "low- income." The Consultant will examine US Census block information for the project area and local school district attendance records, and will compare demographic information of the people within the study area to the larger City/Snohomish County (County) populations to evaluate whether any minority or low-income populations reside within the project limits that exceed the characteristics of the City and/or County as a whole. The Consultant will also prepare a WSDOT Environmental Justice "letter to file" for the proposed project. The letter to file will be prepared consistent with Section 458 of the WSDOT Environmental Procedures Manual. This work will include the following: A summary of the public involvement that has occurred for the project and documentation of any issues related to minority and low-income populations that have arisen through the project's public involvement process. A summary of the demographic information. Evaluation of any disproportionately high and adverse effects on minority or low-income populations as defined by DOT, which will include but not be limited to impacts associated with transportation, housing, community cohesion, and health and social services. A description of any measures that shall be taken to address disproportionately high and adverse effects on minority or low-income populations. Assumptions: ♦ The City will provide sufficient information on the project's public involvement history for the Consultant to summarize in the report. ♦ The Consultant will not conduct door-to-door surveys of impacted dwellings or businesses. Deliverables: ♦ Electronic (Adobe PDF) copies of the decision matrix 4.5 Screening -Level Hazardous Materials Linear Corridor Assessment The Consultant will conduct a screening -level assessment of sites along the project corridor for the potential presence of contamination. The screening -level assessment for the project corridor will include the following components: Reviewing available aerial photographs to assess past uses of the project corridor and adjacent properties from the present back to their first developed use, or back to 1940, whichever is earlier. Reviewing listings from a subcontracted database service (Environmental Data Resources Inc.) of confirmed and suspected contaminated sites within a 1-mile radius of the project corridor abstracted from US Environmental Protection Agency, tribal, and Washington State Department of Ecology (Ecology) environmental databases. Reviewing reports documenting previous environmental investigations completed at sites along the project corridor (if provided by the City and/or WSDOT). E U Q City of Edmonds Page 7 of 23 KPG Psomas 76" Ave W @ 220' St SW Intersection Supplement #3 — Final Design Packet Pg. 65 2.10.a Conducting a site reconnaissance of the project corridor to visually and physically observe current land -use activities and environmental conditions from the project right- of-way. Requesting and reviewing information from Ecology, if necessary, to further evaluate the sites of potential hazardous and problem waste concerns for the project that were identified in the regulatory database search or site reconnaissance. Assumptions: ♦ A hazardous materials report to address hazardous and problem waste may be required by WSDOT based on its review of the preliminary CE Form. Preparation of a hazardous materials report is not included in this scope of services. The level of detail and report format for a hazardous materials report is dependent on the project activities, and type and number of potential hazardous material impacts identified. A scope and cost estimate to complete a hazardous materials report, if required by WSDOT, will be provided after receipt of review comments from WSDOT regarding the preliminary CE Form. The Consultant will not conduct door-to-door surveys of impacted dwellings or businesses. ♦ The screening -level hazardous materials linear corridor assessment technical memorandum will not meet the requirements of a Phase I environmental site assessment under ASTM International standard E 1 527-13. ♦ Building interiors will not be accessed as part of the site reconnaissance. ♦ Conditions at immediately adjacent properties may not be observable from public access areas and, as a result, may not be identified during the site reconnaissance. ♦ Please note that during the current COVID-19 pandemic, file reviews at the agency level are experiencing extensive delays and may require 3 months or more to complete. If file reviews cannot be completed by the time the screening - level hazardous materials linear corridor assessment is published, the lack of file review may be identified as a data gap and its significance in relation to the opinions and conclusions of the report would be noted. Deliverables: ♦ An electronic copy of the draft screening -level hazardous materials linear corridor assessment technical memorandum in Microsoft Word format and Adobe PDF format Work Element 5 Community Outreach 5.1 Prepare for attend one-on-one property owner meetings for the parcels that are more heavily impacted by the proposed improvements to discuss proposed changes and identify mitigation measures. 5.2 Prepare updated graphics to post on the City's website. 5.3 Prepare for and attend one Open House Meeting with the community. The r r Q City of Edmonds Page 8 of 23 KPG Psomas 76" Ave W @ 220" St SW Intersection Supplement #3 — Final Design Packet Pg. 66 2.10.a Consultant shall provide scroll plots, perspective drawings and other graphics in support of the community meeting. This task assumes the Consultant shall provide 2 engineers familiar with the project at the open house. 5.4 Attenndance at 1 council meeting to discussion project status. Work Element 6 30% Design and Submittal The Consultant shall provide Plans and Estimates in accordance with the current WSDOT H&LP Local Agency Guidelines (LAG) Manual for review and approval by the City. Plans shall be formatted to provide sufficient detail for convenient field layout of all proposed facilities. City standard details and WSDOT standard plans will be supplemented with project specific details as required. 6.1 30% Design and Plans Civil Design - Using the design criteria established in the Design Memo, the 30% Civil Design and Plans will include identification and stationing of the roadway centerlines, removal limits, proposed curb and sidewalk locations, roadway and lane widths, channelization and signage, proposed driveway locations and reconstruction limits, grading limits, walls with approx. heights and preliminary property reconstruction limits and impacts and right of way/easement needs. Illumination Design - The illumination plans shall include illumination layouts based on the AG132 analysis (already completed as part of preliminary design) Signal Design - Existing signal planswill be reviewed and on -site coordination/verification of existing signal equipment with the signal maintenance representative will be performed prior to beginning the signal design. The signal plans shall include intersection layout and equipment including cabinets (signal, BIBS, service), poles, signal heads, pushbuttons, EVPE and detection, signs and any other equipment to show intent of the design. The design will include maintain existing ADAPTIVE SYSTEM connection (from 1-5 to 76t" Ave.W). Landscape and Restoration Design — Landscaping and restoration areas will be identified on the plans by hatching. General landscaping details will be included in the 30% submittal. Specific planting plans will not be included until the 60% Submittal. Plans shall be 1 "=10' scale full size and shall include: Title and index sheet with a vicinity map City of Edmonds Page 9 of 23 KPG Psomas 76" Ave W @ 220' St SW Intersection Supplement #3 — Final Design Packet Pg. 67 2.10.a • Legends, abbreviations, survey control and general notes sheet • Typical section and detail sheets (general details only at 30%) • Site preparation and erosion control plan sheets • Roadway alignment plan sheets • Storm alignment plan sheets • Water alignment plan sheets • Signalization and Illumination plan and detail sheets • Channelization and signing plan sheets • Landscaping plan and detail sheets • Right of Way and easement plan sheets 6.2 30% Aerial Utility Undergrounding Design and Plans The various franchise utility providers will be contacted and informed of the potential project. Existing facility maps will be obtained and compared to the basemap to determine if all existing facilities are identified. THE CONSULTANT will work with the franchise utility providers to develop preliminary trench alignments and determine the number and type of required structures and well as possible structure locations. Preliminary private service connections will also be identified. 30% JUT plans and preliminary details sheet will be developed and included with the 30% submittal. If the City wishes to move forward with the Aerial utility undergrounding design, the plans will be sent to the franchise utility providers for review and comment. 6.3 30% Cost Estimate THE CONSULTANT will develop 30% estimate of cost based on the 30% design. Unit and lump sum costs will be determined based on current bid prices with and escalation percentage assuming a construction advertisement date in late 2024.Sufficient contingencies will be included for potential bid item additions or changes in quantities. The ROW acquisition costs will be determined using data provided by RES NW. Sufficient contingencies will be included for potential bid item additions or changes in quantities. Assumptions: ♦ Aerial Utility Undergrounding will be a separate schedule of work in the cost estimate. ♦ The plans will incorporate applicable City, County and WSDOT design standards and details as appropriate and required. Deliverables: ♦ 30% plans sheet set (PDF) ♦ 30% Cost Estimate (PDF) City of Edmonds Page 10 of 23 KPG Psomas 76" Ave W @ 220" St SW Intersection (ISM LL22 Supplement #3 — Final Design Packet Pg. 68 2.10.a Work Element 7 60% Design and Submittal After the City has reviewed and commented on the 30% Submittal documents the Consultant shall begin preparing the 60% Submittal documents. The 60% design will address City comments and builds on the 30% design and cost estimate. 7.1 60% Design and Plans Civil Design — Curb and centerline profiles will be added to roadway plans, ADA ramp details will be developed, driveway and wall profile and detail sheets will be added, grading and restoration limits will be refined, additional details and callout information will be included on the plans, stationing and offset information will be included on channelization and signing plans. Site preparation and erosion control plans will be updated and right of way plans will be further developed to comply with WSDOT requirements for ROW funding obligations. Illumination Design - The illumination layout will be adjusted as necessary to fit with the proposed improvements and still meet coverage requirements. The electrical service and power source locations shall be coordinated with SnoPUD and identified on the plans. Signal Design - The plans shall be updated to include phasing diagram, signal head assignments, general and construction notes, legend, sign schedule, partial signal pole specifications and details. A review of geotechnical report and evaluation of the structural design of foundations shall be conducted. The Consultant will evaluate the ability to keep the existing signal components and determine an approach to temporary signal operation during the various phases of construction. If necessary, additional plans shall be provided for temporary modifications to the signal system. Landscape and Restoration Design — Landscaping and restoration areas will be adjusted to account for changes in the grading and replacement limits. Specific planting layouts and details will be developed. Private irrigation systems will be reviewed and evaluated for necessary modifications due to the project improvements. Traffic Control and Phasing Plans — These plans will include a preliminary evaluation of lane closures and potential work to be performed, identify pedestrian access routes and note if any detours are likely to be required. Additional Plans to be included in the 60% Submittal: • Roadway profile sheets City of Edmonds Page I I of 23 KPG Psomas 76" Ave W @ 22011 St SW Intersection Supplement #3 — Final Design Packet Pg. 69 2.10.a • Driveway plan and profile sheets • Wall plan and profile sheets • Temporary signal sheets • Traffic Control and phasing sheets 7.2 60% Pothole Plans THE CONSULTANT will coordinate with the utility departments and franchise utility companies for the preparation of the utility basemap. THE CONSULTANT will identify required locations for potholing based on project designs. THE CONSULTANT will provide a surveyor on site to pick up the elevation and location of the pothole. Pothole plans and the basemap will be updated with the potholing information. And THE CONSULTANT will provide the updated information to the franchise utilities. 7.3 60% Cost Estimate THE CONSULTANT will update the cost estimate to include new bid items and updated quantities for previous bid items. Increases in unit and lump sum costs will be evaluated based on the most current bid prices and any changes to the anticipated construction advertisement fate for the project. Sufficient contingencies will be included for potential bid item additions or changes in quantities. 7.4 60% Specifications THE CONSULTANT will use a City provided template to start the specifications for the project. For this submittal THE CONSULTANT will focus on the updating Division 2-9 special provisions to include all identified project elements and clearly identify methods of measurement and payment. City and Federal contract documents and Division 1 will not be addressed in this submittal 7.5 60% Aerial Utility Undergrounding Design, P,S & E The 60% design for the aerial utility undergrounding will include refinement of structure locations based on resident input, identification of private service connection needs, development of JUT profiles and specific trench sections, as well as structure location tables and callouts. Custom special provisions will be written for the aerial utility undergrounding based on past projects and input from the franchise utilities. Costs estimates for aerial utility undergrounding will be prepared. Each utility will have a separate schedule. Assumptions: ♦ The City will provide bid contract document templates (contract forms, Invitation o a City of Edmonds Page 12 of 23 KPG Psomas 76" Ave W @ 220' St SW Intersection Supplement #3 — Final Design Packet Pg. 70 2.10.a to Bid formats, City GSPs, etc.). ♦ The franchise utilities will perform potholing of their facilities ♦ City potholing will be performed by an approved sub -contractor Deliverables: ♦ 60% plans sheet set (PDF) ♦ 60% Pothole plans (PDF) ♦ 60% Cost Estimate (PDF) ♦ 60% Special Provisions (PDF & Word) ♦ Response log w/ consultant comments to address City's 30% comments (Excel) / ♦ 60%ROW plans Work Element 8 90% Design and Submittal The 60% comments from the City WSDOT, utility providers and other stakeholders will be addressed and incorporated into the 90% submittal. 8.1 90% Design and Plans The design will be revised based on 60% comments from the City, Snohomish County, Franchise Utility providers and elements identified during ROW negotiations. Layouts, details, notes and tables will be adjusted and refined to provide sufficient information for construction. 8.2 90% Cost Estimate The cost estimate will be updated to include new bid items. Unit and lump sum prices will be evaluated based on the most recent bidding information and anticipated timing of advertisement. 8.3 90% Specifications The specifications shall be updated with current City and Federal contract documents as necessary. City and stakeholder comments will be addressed. Special Provisions will be updated per the most current WSDOT Standard Specifications and APWA & WSDOT GSPs.. 8.4 90% Aerial Utility Undergrounding Design, P,S & E The 90% design for the aerial utility undergrounding will include comments from the City and the franchise utilities. Plans will include refinement of structure locations and private service connection needs based on property owner feedback, updating of JUT profiles and trench sections, as well as structure location tables and callouts. Special provisions will be updated with current franchise utility standards and requirements. a City of Edmonds Page 13 of 23 KPG Psomas 76" Ave W @ 220" St SW Intersection Supplement #3 — Final Design Packet Pg. 71 2.10.a Costs estimates will be updated based on recent bid tabs and the projected construction date. 8.5 Structural Wall Design and Plans The Consultant shall develop wall plans, profiles, specifications and bid items to be included in the cost estimate. Deliverables: ♦ 90% plans sheet set (PDF) ♦ 90% Cost Estimate (PDF) ♦ 90% Special Provisions (PDF & Word) ♦ Response log w/ consultant comments to address City's 60% comments (Excel) / ♦ 90% ROW plans Work Element 9 95% Design and Submittal The 90% comments from the City WSDOT, utility providers and other stakeholders will be addressed and incorporated into the 95% submittal. 9.1 95% Design and Plans Layouts, details, notes and tables will be refined and finalized. 9.2 95% Cost Estimate The cost estimate will be updated to include new bid items. Unit and lump sum prices will be evaluated based on the most recent bidding information and anticipated timing of advertisement. 9.3 95% Specifications Specifications shall be updated with current City and Federal contract documents as necessary. Special Provisions will be updated per the most current WSDOT Standard Specifications and APWA & WSDOT GSPs. 9.4 95% Aerial Utility Undergrounding Design, P, S & E The 95% design for the aerial utility undergrounding will include comments from the City and the franchise utilities. Plans will include refinement of structure locations and private service connection needs based on property owner feedback, updating of JUT profiles and trench sections, as well as structure location tables and callouts. Special provisions will be updated with current franchise utility standards and requirements. a City of Edmonds Page 14 of 23 KPG Psomas 76" Ave W @ 220" St SW Intersection Supplement #3 — Final Design Packet Pg. 72 2.10.a Costs estimates will be updated based on recent bid tabs and the projected construction date. Deliverables: ♦ 95% plans sheet set (PDF) ♦ 95% Cost Estimate (PDF) ♦ 95% Special Provisions (PDF & Word) ♦ Response log w/ consultant comments to address City & WSDOT90% comments (Excel) / ♦ 95% ROW Plans Work Element 10 Bid Design and Submittal The 95% comments from the City and WSDOT will be addressed and incorporated into the Bid submittal. 10.1 Bid Design and Plans Final comments will be addressed. 10.2 Bid Cost Estimate The cost estimate will be updated to include new bid items (if necessary). Unit and lump sum prices will be evaluated based on the most recent bidding information. 10.3 Bid Specifications Specifications shall be updated with current City and Federal contract documents as necessary. Special Provisions will be updated per the most current WSDOT Standard Specifications and APWA & WSDOT GSPs. 10.4 Bid Aerial Utility Undergrounding Design, P, S & E The Bid design for the aerial utility undergrounding will include comments from the City and the franchise utilities. Special provisions will be updated with current franchise utility standards and requirements. Costs estimates will be updated based on recent bid tabs. Deliverables: ♦ Bid plans sheet set (PDF) ♦ Bid Cost Estimate (PDF) City of Edmonds Page 15 of 23 KPG Psomas 76" Ave W @ 220' St SW Intersection Supplement #3 — Final Design Packet Pg. 73 2.10.a ♦ Bid Special Provisions (PDF & Word) ♦ Response log w/ consultant comments agency95% comments (Excel) / Work Element 11 Water Conveyance Design 11.1 30% Design, Plans and Cost Estimate to address City's, WSDOT and other The 30% water design and plans will be further developed based on input and direction received as a result of concept verification/analysis efforts of the preliminary design phase. Locations of valves, services, bends and other appurtenances will be identified on the plans. The Consultant shall also up update the bid item list associated with the water work and update unit costs based on current data and the anticipated advertisement date. 11.2 60% Design, Plans, Specifications and Cost Estimate The design will be revised based on 30% comments and the horizontal alignment and connections will continue to be refined. Profiles will be developed. Details for valves, services, bends and other appurtenances will be prepared. The Consultant will use a City provided template to start the specifications for the project. For this submittal the focus will be to include all identified project elements and clearly identify methods of measurement and payment. The Consultant will update the cost estimate to include new bid items and updated quantities for previous bid items. Increases in unit and lump sum costs will be evaluated based on the most current bid prices and any changes to the anticipated construction advertisement fate for the project. Sufficient contingencies will be included for potential bid item additions or changes in quantities. 11.3 90% Design, Plans, Specifications and Cost Estimate The design will be revised based on 60% comments from the City, Snohomish County, Franchise Utility providers and elements identified during ROW negotiations. Layouts, details, notes and tables will be adjusted and refined to provide sufficient information for construction. The specifications shall be updated with current City and Federal contract documents as necessary. City and stakeholder comments will be addressed. Special Provisions will be updated per the most current WSDOT Standard Specifications and APWA & WSDOT GSPs. The cost estimate will be updated to include new bid items. Unit and lump sum prices will be evaluated based on the most recent bidding information and anticipated timing of advertisement. r r Q City of Edmonds Page 16 of 23 KPG Psomas 76" Ave W @ 22011 St SW Intersection (ISM LL22 Supplement #3 — Final Design Packet Pg. 74 2.10.a 11.4 95% Design, Plans, Specifications and Cost Estimate The design will be revised based on 90% comments from the City, WSDOT, Snohomish County, Franchise Utility providers, other project stakeholders and ROW negotiations. Layouts, details, notes and tables will be adjusted and refined. The specifications shall be updated with current City and Federal contract documents as necessary. City, WSDOT and stakeholder comments will be addressed. Special Provisions will be updated per the most current WSDOT Standard Specifications and APWA & WSDOT GSPs. The cost estimate will be updated to include new bid items. Unit and lump sum prices will be evaluated based on the most recent bidding information and anticipated timing of advertisement. 11.5 Bid Design, Plans, Specifications and Cost Estimate The design will be revised based on 95% comments from the City, WSDOT, Snohomish County, Franchise Utility providers, other project stakeholders. The specifications shall be updated with current City and Federal contract documents as necessary. City, WSDOT and stakeholder comments will be addressed. Special Provisions will be updated per the most current WSDOT Standard Specifications and APWA & WSDOT GSPs. The cost estimate will be updated to include new bid items. Unit and lump sum prices will be evaluated based on the most recent bidding information and anticipated timing of advertisement. Assumptions: ♦ Bid items associated with water work will be a separate schedule of work in the cost estimate. ♦ The plans will incorporate applicable City, County and WSDOT design standards and details as appropriate and required. ♦ The City will provide bid contract document templates (contract forms, Invitation to Bid formats, City GSPs, etc.). Deliverables: ♦ 30%, 60%, 90%, 95% and Bid plans sheet set (PDF) ♦ 60%, 90%, 95% and Bid Special Provisions (PDF & Word) ♦ 30%, 60%, 90%, 95% and Bid Cost Estimate (PDF) ♦ Response log w/ consultant comments to address City's 30%, 60%, 90% & 95% comments (Excel) / Work Element 12 Storm Conveyance and WQ System Design 12.1 30% Design, Plans and Cost Estimate a City of Edmonds Page 17 of 23 KPG Psomas 76" Ave W @ 22011 St SW Intersection (ISM LL22 Supplement #3 — Final Design Packet Pg. 75 2.10.a The stormwater design will be updated based on the information determined during the draft technical memorandum and City comments on the preliminary design. The storm pipe, catch basin, manholes and water quality/treatment facilities will be sized and located. The Consultant shall also up update the bid item list associated with the storm work and update unit costs based on current data and the anticipated advertisement date. 12.2 60% Design, Plans, Specifications and Cost Estimate The design will be revised based on 30% comments. stormwater horizontal layouts will be refined, the storm system profiles will be added, details for conveyance and water quality facilities will be further developed. The Consultant will use a City provided template to start the specifications for the project. For this submittal the focus will be to include all identified project elements and clearly identify methods of measurement and payment. The Consultant will update the cost estimate to include new bid items and updated quantities for previous bid items. Increases in unit and lump sum costs will be evaluated based on the most current bid prices and any changes to the anticipated construction advertisement fate for the project. Sufficient contingencies will be included for potential bid item additions or changes in quantities. 12.3 90% Design, Plans, Specifications and Cost Estimate The design will be revised based on 60% comments from the City, Snohomish County, Franchise Utility providers and elements identified during ROW negotiations. Layouts, details, notes and tables will be adjusted and refined to provide sufficient information for construction. The Stormwater Report will be updated and finalized to address minor design changes anticipated throughout the design process. If significant changes to stormwater design is required due to code changes, this would be considered additional work. The specifications shall be updated with current City and Federal contract documents as necessary. City and stakeholder comments will be addressed. Special Provisions will be updated per the most current WSDOT Standard Specifications and APWA & WSDOT GSPs. The cost estimate will be updated to include new bid items. Unit and lump sum Q prices will be evaluated based on the most recent bidding information and anticipated timing of advertisement. t 12.4 95% Design, Plans, Specifications and Cost Estimate r a City of Edmonds Page 18 of 23 KPG Psomas 76" Ave W @ 220" St SW Intersection (ISM LL22 Supplement #3 — Final Design Packet Pg. 76 2.10.a The design will be revised based on 90% comments from the City, WSDOT, Snohomish County, Franchise Utility providers, other project stakeholders and ROW negotiations. Layouts, details, notes and tables will be adjusted and refined. The specifications shall be updated with current City and Federal contract documents as necessary. City, WSDOT and stakeholder comments will be addressed. Special Provisions will be updated per the most current WSDOT Standard Specifications and APWA & WSDOT GSPs. The cost estimate will be updated to include new bid items. Unit and lump sum prices will be evaluated based on the most recent bidding information and anticipated timing of advertisement. 12.5 Bid Design, Plans, Specifications and Cost Estimate The design will be revised based on 95% comments from the City, WSDOT, Snohomish County, Franchise Utility providers, other project stakeholders. The specifications shall be updated with current City and Federal contract documents as necessary. City, WSDOT and stakeholder comments will be addressed. Special Provisions will be updated per the most current WSDOT Standard Specifications and APWA & WSDOT GSPs. The cost estimate will be updated to include new bid items. Unit and lump sum prices will be evaluated based on the most recent bidding information and anticipated timing of advertisement. Assumptions: ♦ Bid items associated with storm conveyance and water quality work will be a separate schedule of work in the cost estimate. ♦ The plans will incorporate applicable City, County and WSDOT design standards and details as appropriate and required. ♦ The City will provide bid contract document templates (contract forms, Invitation to Bid formats, City GSPs, etc.). ♦ No code requirement changes are anticipated prior to final design. Deliverables: ♦ 30%, 60%, 90%, 95% and Bid plans sheet set (PDF) ♦ 60%, 90%, 95% and Bid Special Provisions (PDF & Word) ♦ 30%, 60%, 90%, 95% and Bid Cost Estimate (PDF) ♦ Response log w/ consultant comments to address City's 30%, 60%, 90% & 95% comments (Excel) Work Element 13 WSDOT Coordination and Documentation City of Edmonds Page 19 of 23 KPG Psomas 76" Ave W @ 220' St SW Intersection Supplement #3 — Final Design Packet Pg. 77 2.10.a 13.1 WSDOT PS&E Approval The Consultant shall prepare the updated WSDOT Design Checklist and Design Matrix for the project, which will be submitted to the City for review and approval before the City submits to WSDOT for final approval. The Consultant shall prepare contract forms and Division 1 specifications in compliance with WSDOT P,S&E Checklist, and including the necessary APWA & WSDOT GSPs. Assumptions: ♦ The City will complete the project PIF. ♦ It is assumed that 3 submittals will be required to receive WSDOT approval Deliverables: ♦ LAG Manual Matrix ♦ LAG Manual Checklist ♦ Division 1 Additions and Modifications for WSDOT review and approval Work Element 14 Right of Way Services RES Group NW (RESGNW) shall perform the following work as part of the Right of Way services: • Coordination ROW consultant shall provide overall coordination for right-of-way activities; maintain records, files, documents and reports. • Status Reports During negotiations, ROW consultant shall provide written status reports on a monthly basis for twelve (12) months and provide verbal status reports as requested. • Monthly Project Meetings ROW consultant shall attend monthly project status meetings as requested. A maximum of one (1) meeting. • Contract Management, Maintenance and Billing • Pre -Negotiation Services o Document Review ■ ROW consultant shall review Title Commitment Reports, Right-of-way r_ Plans, Legal Descriptions and Exhibits, and Appraisal Reports. E ■ RESGNW will review City supplied title reports for affected parcel and U provide Title Review Memo identifying all potential encumbrances to Q project team members. RESGNW will assist in clearing the necessary encumbrances prior to closing, if feasible. RESGNW will assist in E facilitating in-house closing on low impact parcel or manage closing through escrow should those services become necessary. r a City of Edmonds Page 20 of 23 KPG Psomas 76" Ave W @ 220" St SW Intersection Supplement #3 — Final Design Packet Pg. 78 2.10.a • Appraisal Work and Evaluations o ROW consultant shall utilize the City's appraisal waiver valuation process for those parcels with just compensation of less than $25,000. Should appraisals be required, RESGNW will make a recommendation with cost estimates for appraisal consultants to THE CONSULTANT and/or the City. Appraisals and appraisal review contracts shall be handled directly by RESGNW and will make necessary recommendations to THE CONSULTANT and/or the City. o ROW consultant shall prepare a Right of Way funding estimate in accordance with the rules of WSDOT's Right of Way Procedures Manual, M26-01.18, and LAG Chapter 25.4 Project Funding Estimate (PFE) for WSDOT's review and approval. • Right of Way Documentation Services RESGNW will assist the Agency in developing all right-of-way documents/offer letters in accordance with the Agency's right-of-way procedures manual for acquisition of impacted properties. RESGNW will draft the acquisition documents using City approved forms or QC any forms that are created directly by City staff for pre -acquisition review by the WSDOT LPA coordinator before any offers are made to property owners. • Negotiation Services o ROW consultant shall provide pre -negotiation and negotiation services for securing of right-of-way in fee, temporary construction and permanent easements — Fourteen (14) parcels. o Upon the City's approval to proceed with negotiations and the receipt of Determination of Value and the necessary documents from the City, ROW consultant shall contact property owners and advise them of the process; prepare and assemble negotiation packages; schedule appointments with property owners —Fourteen (14) Parcels. o If it becomes apparent that negotiations have reached an impasse and sufficient time has passed for the property owner to make a settlement decision, ROW consultant shall provide the City with a written notification. The filing of condemnation proceedings shall be the City's responsibility. • Closing Services: o ROW consultant shall prepare all documents necessary for monetary lien encumbrance removal and obtain signatures from parties in interest on each parcel with just compensation exceeding $10,000 for land acquisitions. o ROW consultant shall prepare payment vouchers for title clearing and submit to the City to process payment for the parcel (the City will issue actual payment of all fees charged by trustees and/or beneficiaries to clear encumbrances, and other closing costs such as title policies, recording fees, and escrow services if necessary); o ROW consultant shall submit payment vouchers to the City for payments to owners; o ROW consultant shall submit conveyance documents to the title company for recording. ROW consultant assumes 45 hours of negotiations per parcel. It is also assumed that there will City of Edmonds Page 21 of 23 KPG Psomas 76" Ave W @ 220" St SW Intersection (ISM LL22 Supplement #3 — Final Design Packet Pg. 79 2.10.a be no more than fourteen (14) as part of this project. THE CONSULTANT will perform the following work items necessary to establish the existing Right -of -Way (ROW) and private property parcels within the survey limits, prepare documentation and graphics for ROW and easement acquisition and support ROW consultant as needed with ROW negotiations and graphics. Research Records. Determine which existing corners and monuments should be field located and surveyed. 14.1 Calculations for ROW lines. Using the research information and the survey work described above, calculate location and surveyed corners, roadway features and monuments. 14.2 Support RESGNW with graphics for property acquisition and negotiations (estimate 14 parcels). See attached exhibit for RESGNW scope of work. THE CONSULTANT task includes: • Providing graphics and information to RESGNW for appraisal services • Providing graphics and exhibits for outreach to impacted properties 14.3 Prepare ROW drawings in support of PFE to WSDOT requirements. Drawings shall include a schedule that includes parcel number, parcel owner, parcel area, Right - of -Way or easement acquisition area and total remaining unencumbered area for each parcel that requires an acquisition. 14.4 Prepare legal descriptions and map exhibits for approximately 14 parcels requiring right of way or easement acquisitions. Assumptions: ♦ The City and THE CONSULTANT shall provide parcel sites and other parcel information, right-of-way plans, and legal descriptions. ♦ Title Reports will be ordered by the City at the City's expense. ♦ The ROW consultant will be the point -of -contact for property owners. ♦ Real estate legal services will be provided by City of Edmonds legal staff. ♦ The project is federally -funded. ♦ The project will not result with the dislocation of persons or personal property. Exclusions: ♦ The actual filing of condemnation and subsequent litigation; ♦ Closing costs such as recording fees, escrow services, title insurance fees, title reports, transfer taxes, etc., penalty costs for pre -payments; costs of a pre- existing mortgage; the pro rate share of real property taxes paid subsequent to vesting title to the City; ♦ Continued negotiation services during condemnation or work associated in preparing and/or obtaining possession and use agreements; ♦ Additional appraisal and appraisal review fees; ♦ Relocation services ♦ Appraisal Services Deliverables: City of Edmonds Page 22 of 23 KPG Psomas 76" Ave W @ 22011 St SW Intersection (ISM LL22 Supplement #3 — Final Design Packet Pg. 80 2.10.a ♦ Legal descriptions and exhibits for easements and right-of-way acquisitions (assumes 14 parcels will require ROW/permanent easement acquisitions and 18 parcels will require temporary construction easements) ♦ Existing and Proposed ROW plans (to be included in the plan submittals) ♦ Graphics to support ROW negotiations (assumes 18 parcels maximum) ♦ Draft Administrative Offer Summary ♦ Appraisals ♦ Offer Letters (assumes initial letter, plus 2 revisions) ♦ ROW plans for PFE ROW Funding Estimate) ♦ ROW certification documentation Work Element 15 Assistance During Bidding 15.1 Prepare addenda and respond to bidders questions relayed through the City. It is assumed that the CONSULTANT will prepare three (3) addenda. The consultant team will not charge for work to prepare addendums if they are needed to correct or clarify errors or omissions in the bid package. Management Reserve Management reserve will be used to address potential unforeseen design changes and/or additions as mutually agreed upon by the City and the Consultant. No work will be billed to this task without prior authorization from the City. ° fee -estimate will developedatthetomethe ADDITIONAL SERVICES: The City of Edmonds may require other services of the consultant. These services could include additional design, right of way, environmental documentation, construction phase services, or other work tasks not included in the scope of work. At the time these services are required, the Consultant will provide the City with a detailed scope of work and an hour and fee estimate. The Consultant will not proceed with the work until the City has authorized the work and issued a Notice to Proceed. City of Edmonds Page 23 of 23 KPG Psomas 76" Ave W @ 220' St SW Intersection Supplement #3 — Final Design Packet Pg. 81 2.11 City Council Agenda Item Meeting Date: 08/9/2022 Presentation of Supplemental Agreement with CM Design Group for the 76th Ave Overlay Project Staff Lead: Rob English Department: Engineering Preparer: Emiko Rodarte Background/History On February 16, 2021, City Council approved an Interlocal Agreement with the City of Lynnwood for this project. On April 20, 2021, City Council approved the Local Agency Professional Services Agreement with CM Design Group, LLC for the 76th Ave Overlay project. Staff Recommendation Forward item to the consent agenda for approval at the next City Council meeting. Narrative On April 22, 2021, an agreement was executed with CM Design for design of the 76" Ave W Overlay project. The total amount payable for this contract was $136,843.79. Design phase services are now complete and the contract has $15,213 remaining. The unspent budget will be programmed for construction support services and will result in a no -cost supplemental agreement. The project consists of a full -width grind and pavement overlay along a minor arterial (west side of 76th Ave. W centerline / southbound movement) from 196th St. SW/ SR-524 to Olympic View Dr. This project also includes upgrading all noncompliant ADA curb ramps within the project limits and re -striping the corridor to provide a new bike lane. The east side of the street is within City of Lynnwood and will be incorporated into the project. The Cities of Edmonds and Lynnwood signed an Interlocal Agreement (ILA) on February 191", 2021 establishing a cooperative relationship to complete the work. The construction contract was awarded to Granite Construction Company on July 26, 2022. Construction is expected to begin in late August or early September and be complete in October. Funding for Edmonds' portion of this project was secured via a Federal grant with a local match from REET funds. Lynnwood will be paying for its side of the corridor with local funds. Attachments: Packet Pg. 82 2.11 Attachment 1 - Supplemental Agreement #1 Attachment 2 - Area Map Packet Pg. 83 2.11.a AM Washington State To Department of Transportation Supplemental Agreement Organization and Address Number 1 CM Design Group, LLC 1318 East Pike Street Original Agreement Number Seattle, WA 98122 LA 10024 Phone: 206-659-0612 Project Number Execution Date Completion Date STPUL-2511(005) 4/22/21 6/30/23 Project Title New Maximum Amount Payable 76th Ave W Overlay - 196th to Olympic View Dr $136,843.79 (unchanged) Description of Work 76th Ave Overlay - Supplement to add construction phase services to the design contract The Local Agency of City of Edmonds desires to supplement the agreement entered in to with CM Design Group, LLC and executed on 4/22/21 and identified as Agreement No. LA10024 All provisions in the basic agreement remain in effect except as expressly modified by this supplement. The changes to the agreement are described as follows: Section 1, SCOPE OF WORK, is hereby changed to read: See attached 11 Section IV, TIME FOR BEGINNING AND COMPLETION, is amended to change the number of calendar days for completion of the work to read: New contract completion date 6/30//2023 III Section V, PAYMENT, shall be amended as follows: Total amount payable on the contract remains unchanged. Construction phase services will be paid on an hourly basis as set forth in the attached Exhibit A, and by this reference made a part of this supplement. If you concur with this supplement and agree to the changes as stated above, please sign in the Appropriate spaces below and return to this office for final action. M Consultant Signature M Approving Authority Signature DOT Form 140-063 Revised 09/2005 Packet Pg. 84 2.11.a Exhibit "A" Summary of Payments Basic Agreement Supplement #1 Total Direct Salary Cost $47,367.00 $0.00 $47,367.00 Overhead (Including Payroll Additives) $52,103.70 $0.00 $52,103.70 Direct Non -Salary Costs $24,584.00 $0.00 $24,584.00 Fixed Fee $12,789.09 $0.00 $12,789.09 Total $136,843.79 $0.00 $136,843.79 DOT Form 140-063 Revised 09/2005 Packet Pg. 85 2.11.a CITY OF EDMONDS 76T" AVE WEST PAVEMENT PRESERVATION PROJECT SUPPLEMENT NO. 1— CONSTRUCTION SUPPORT SERVICES PROPOSED SCOPE OF WORK This scope of work describes the "Construction Support Services" to be provided by the CONSULTANT for the City of Edmonds 76t" Ave West Pavement Preservation Project. Task 12 - Construction Support Services The CONSULTANT shall provide the CITY with Construction Support Services as requested by the City during the construction of the 761" Ave West Pavement Preservation Project. Construction Support Services may include, but are not limited to, the following tasks: • Attend Pre -construction Conference • Field visits to resolve design issues • Phone conversations with City or Construction Management Consultant • Designs for change orders • Design clarification • Respond to Requests for Information • Review change orders Budget Remaining budget from Tasks 1-9, Task 11 and Direct Expenses ($12,762) will be carried over to cover Task 12. No additional budget will be added to the contract. The CONSULTANT shall charge for services on an hourly basis, and will send monthly statements of charges and total charges to date of this amendment. Email correspondence from PM to Consultant shall serve as authorization for charges against this work. Payment shall be based on a time and materials basis using the existing rates set forth in the original design contract. Time for Completion The existing contract shall be extended until June 30, 2023. Page 1 of 1 Packet Pg. 86 11�G Exhibit A - Fee Estimate 8/3/ 2.11.a kQ"` co CM DESIGN GROUP City of Edmonds 76th Avenue West Pavement Preservation Project Construction Support Services Principal -in -Charge Project Manager Design Engineer 3 Design Engineer 2 Edmonds Lynnwood Edmonds Lynnwood Edmonds Lynnwood Edmonds Lynnwood TOTAL Rate $92.00 $62.00 $44.00 $39.00 COMPLETED DESIGN TASKS BUDGET 1 PROJECT MANAGEMENT & COORDINATION ($24.38) 2 SUVEYING & BASE MAPPING - OVERLAY $7.75 3 GEOTECHNICAL 4 ENVIRONMENTAL $269.00 5 PERMITS $462.00 6 UTILITY COORDINATION $13.50 7 STORMWATER MEMO $109.50 8 PS&E DESIGN - OVERLAY $4,046.49 11 BID SUPPORT $333.00 Budget Available From Task 1-8 & $5,216.86 NEW TASKS TO BE COMPLETED 12 CONSTRUCTION SUPPORT SERVICES A. Attend Pre -Construction Conference 2.0 2.0 $368.0( B. Field Visits 4.0 4.0 4.0 4.0 $1,048.0( C. Phone Conversations 1.0 1.0 2.0 2.0 $340.0( D. Design Change Orders 2.0 2.0 8.0 8.0 $992.0( E. Design Clarifications Respond to RFls Review Change Orders 2.0 2.0 4.0 4.0 $680.0( F. 4.0 4.0 8.0 8.0 $1,360.0( G. 1 1.01 1.01 1 1 1 1 2.0 2.0 $340.0( Budget Needed for Task 12 0 28.0 28.0 $5,128.0( Page 1 of 2 Packet Pg. 87 etc M� Exhibit A - Fee Estimate cMc� CM DESIGN GROUP City of Edmonds 76th Ave West Pavement Preservation Project Construction Support Services Hours Summary 8/3/2 2.11.a Direct Salary Cost Edmonds Lynnwood s Classification Hrs. Rate Cost Cost Principal -In -Charge Edmonds 16.0 $92.00 $0.00 $1,472.00 Lynnwood 16.0 $92.00 $0.00 s $1,472.00 .� Project Manager Edmonds 0.0 $62.00 $0.00 $0.00 Lynnwood 0.0 $62.00 $0.00 $0.00 Design Engineer 3 Edmonds 0.0 $44.00 $0.00 $0.00 t s Lynnwood 0.0 $44.00 $0.00 r $0.00 Design Engineer 1 Edmonds 28.0 $39.00 $0.00 $1,092.00 Lynnwood 28.0 $39.00 $0.00 $1,092.00 c $2,564.00 Subtotals 88.0 $2,564.00 Safe Harbor Rate 110% $2,820.40 $2,820.40 i Fixed Fee 27% $692.28 $692.28 Total $6,076.68 $6,076.68 i s u Direct Non -Salary Cost Reproduction, Plans 0 Sheets @ $4.00 /Sheet $0.00 Reproduction, Specs 0 Each @ $55.00 /Each $0.00 Travel, Personal Miles 200 Miles @ $0.54 /Mile $107.00 Courier 0 Trip @ $50.00 /Trip $0.00 ` $107.00 0 e a S S CM Design Group Total $6,130.18 $6,130.18 i i Construction Support Services Total $12,260.36 E Design Services Budget Available (Task 1- 8, and 11 + Direct Expenses) $5,216.86 s Safe Harbor Rate 110% $5,738.55 Fixed Fee 27% $1,408.55 e Direct Expenses Budget Available $398.04 i Total $12,762.00 F 2of2 Packet Pg. 88 76TH AVE PAVE - AREA MAP �� a.• _ '�, ,� �: fir►' -� >. _ �. ��_ r■e;.. '. �;. _ r }�• i �! J A rre r- -r � " tail►' . END PAVEJT 04 P/c r DR ; r� yr' , ^. � � � �,;. '� � ��r - �� ,,,, �� •,.. : J F Lq , PERRINVILLE �•- �'. `f�. �� era.^ ..,. . c M , 3k .� � t r��-•... 4: _ � � _ � � `ice• "�� ,f. '�" .�"+�•�� BEGIN PAVE ? - s SR 524/196th St,SW r dt - - - rT rT r. ( S r r .. C i.a 17 Packet Pg. 89 2.12 City Council Agenda Item Meeting Date: 08/9/2022 Presentation of Right of Entry and Maintenance Agreement between City of Edmonds and Lynnwood (as part of the Highway 99 Gateway Revitalization project - Stage 2) Staff Lead: Rob English Department: Engineering Preparer: Emiko Rodarte Background/History N/A Staff Recommendation Forward item to the consent agenda for approval at the next City Council meeting. Narrative As part of the Hwy 99 Revitalization and Gateway Project - Stage 2, the City is proposing the installation of a raised landscaped median throughout the entire corridor from 2441" St. SW to 210" St. SW. The portion of Hwy 99 from 21701 Hwy 99 to the northern end of the corridor are shared with Lynnwood (east side of centerline within City of Lynnwood / west side within City of Edmonds). Since the landscaped raised median and the north gateway sign are being installed to replace the center two-way left turn lane, half of the improvements will be within Lynnwood right of way. The agreement will provide the City of Edmonds access to maintain the portion of median improvements within Lynnwood's right of way. Attachments: Attachment A - Revised Agreement Packet Pg. 90 2.12.a CITY OF EDMONDS HIGHWAY 99 REVITALIZATION & GATEWAY PROJECT - STAGE 2 RIGHT OF ENTRY AND MAINTENANCE AGREEMENT This Right of Entry and Maintenance Agreement ("Agreement") is made effective this day of 2022 between the City of Edmonds, a Washington municipal corporation, hereinafter referred to as "Edmonds" and the City of Lynnwood, a Washington municipal corporation, hereinafter referred to as "Lynnwood." WHEREAS, as part of the City of Edmonds' Highway 99 Revitalization and Gateway Project — Stage 2, Edmonds intends to install a raised median that will straddle the Edmonds / Lynnwood border along the corridor from 244th Street SW to 210th Street SW; and WHEREAS, the right-of-way line on Highway 99 runs along the centerline of the roadway and delineates Edmonds on the west side of the roadway and Lynnwood on the east side of the roadway from 21701 Highway 99 to the north end of the corridor, which is north of 212th Street SW; and WHEREAS, Edmonds' entry onto the Lynnwood side of the median, the exact location of which is described in Exhibit A, attached hereto and incorporated herein by this reference (hereinafter referred to as the "Property") is necessary to install and maintain certain landscaping and a "Welcome To Edmonds" gateway sign, as described and depicted in Exhibit B, attached hereto and incorporated herein by this reference (hereinafter collectively referred to as the "Work"); and WHEREAS, Lynnwood desires to permit Edmonds to enter the Property to undertake the Work; and WHEREAS, Lynnwood has agreed to the installation of the median, landscaping and sign, and Edmonds has agreed to undertake the maintenance of the median, landscaping and sign during and after the plant establishment period (hereinafter referred to as the "Maintenance"); and WHEREAS, Edmonds and Lynnwood desire to memorialize their understanding of the rights and responsibilities of each with regard to the Work and the Maintenance; NOW, THEREFORE, in consideration of the terms and conditions herein stated, Edmonds and Lynnwood agree as follows: 1. Grant of License / Right of Entry. Lynnwood hereby grants to Edmonds a non-exclusive license of reasonable access to the Property for the purposes of performing the Work and activities reasonably related thereto. The right of entry authorized by this Agreement is subject to all valid rights existing in the Property as of the effective date of this Agreement. Lynnwood reserves the right to grant others the privilege to use the Property, and the parties specifically Packet Pg. 91 2.12.a agree that this Agreement is not exclusive. Edmonds will not permit any other party, except Edmonds' duly authorized representatives, employees, agents and independent contractors (collectively "Representatives") to enter or use the Property. 2. Contacts. Prior to entry, Edmonds and/or its designated Representative(s) will contact the following representative(s) of Lynnwood to provide notice of access to the Property: Name: Title: Telephone #: 3. Liability. While on the Property, Edmonds will comply, and will cause all of its Representatives to comply, with all applicable government laws, ordinances, rules and regulations during the exercise of its rights herein. Edmonds and its Representatives will be responsible for any damage done to the Property by Edmonds or its Representatives during the performance of the above -described Work and will pay the costs of repairing and restoring the Property to substantially the same condition as existed before Edmonds' its Representative(s)' entry onto the Property. 4. Maintenance. Edmonds agrees to undertake the perpetual maintenance of the entire median, including curbs, low -profile barrier curbs, concrete surfaces within the median, and the landscaping and sign to be installed in the median as set forth in Exhibit A and Exhibit B. Maintenance may include, but not be limited to the regular weeding, mulching and edging of the ground around the plantings; the regular trimming and other tasks required to maintain the health of the plants; the necessary maintenance of curbs and concrete surfaces; and the necessary maintenance of the sign. 5. Governing LawNenue. The validity, meaning, and effect of this Agreement will be determined in accordance with the laws of the State of Washington. In the event any legal proceeding is initiated involving this Agreement, it will be brought in Snohomish County Superior Court. 6. No Third Party Rights. Nothing in this Agreement, express or implied, is intended to confer any rights or remedies upon any person, other than the parties and their respective employees and representatives. 2 Packet Pg. 92 2.12.a 7. Indemnification/Hold Harmless. To the extent authorized by law, Edmonds and Lynnwood will each indemnify and hold the other, including its officers, employees, and representatives, harmless from and will process and defend at its own expense all claims, demands, loss, costs or suits at law or equity arising in whole or in part from that party's negligence or breach of any of its obligations under this Agreement; provided that nothing herein will require either party to indemnify the other party against and hold harmless the other party from claims, demands, loss, costs or suits at law or equity based solely upon the conduct of the other party, its officers, employees, and representatives; and provided further that if the claims or suits are caused by or result from the concurrent negligence of: (a) Edmonds, its officers, employees, or representatives; and (b) Lynnwood, its officers, employees, or representatives, this indemnity provision with respect to: (1) claims or suits based upon such negligence; and (2) the costs to any party of defending such claims and suits, will be valid and enforceable only to the extent of that party's negligence or the negligence of that party's officers, employees, or representatives. The provisions of this section will survive the expiration or termination of this Agreement. 8. Termination. This Agreement will commence on the effective date set forth above. Edmonds's right of entry onto the Property for the Work and the Maintenance will continue in perpetuity. This Agreement will terminate in the event the Property is redeveloped in a manner that necessitates the removal of the median, landscaping and sign described in Exhibit A and Exhibit B. 9. Notice. Any notice to be given or any documents to be delivered by either party to the other party herein will be mailed by certified post and addressed to Edmonds or Lynnwood at the following address: City of Edmonds City of Lynnwood Bertrand Hauss [Name] 121 51h Avenue [Address] Edmonds, WA 98020 Lynnwood, WA [Zip] 425-771-0220 [Phone] Either party may, with written notice to the other, designate a different contact name, address and/or telephone number. DATED THIS _ DAY OF 2022. CITY OF EDMONDS CITY OF LYNNWOOD Mike Nelson, Mayor Christine Frizzell, Mayor 3 Packet Pg. 93 w 0 0 0 C It Z Z Z o U A w w D W ~ a F F z s m 00 V lJ c�i m I F W O a t m rrI I H I d �j o �_ F F- m i K FI A o K OC C OC -o d Y U c0 d iiu ? m U Oc i d d a o E G w 2 a `O Q m _ _ CI N C C U OO m (7 U C O C H C o W W V a J = V O N W W _T U _T U _T U 7 _T U _o U ,, 0 _ y }Ti Y 0 o o En u £'A 'A Lnm 7 CA LA En ul ,n W a` a` � ! a a` a` a` Is a� J �1 ti I I IL lb It■n f 1 r■ ---------- Tr- ——4L..tiR II 1 t9w; � �i ! Packl ,n a� 0 z I 2.12.a I - -- Ib N O IT AP Exhibit A: ROW plans / Radway Plans / Landscaping Plans 2.12.a i _� 0 4o fio SCALE IN FEET 0 Qo CD 60 J Q 5-5 0 U)o Uj LU zLu H Q SECTION 293. 27N. RAE. W.M. -------------- I \\ \ \ SWEDISH MEDICAL CENTER SWEDISH RADIAL IMAGING CENTER \\\ DICK'S DRIVE-IN I \ CITY OF EDMONDS CITY OF EDMONDS SWEDISH MEDICAL CENTER \\ DICK'S DRIVE-IN----- i (SNOHOMISH COUNTY) (SNOHOMISH COUNTY) 50.0 00 - �198+00 SR 99 (A -LINE) 199+00 _20_0I+00 _ -�-- 50.0 - - N2T 00' 50"E 201 I 202+00 203+00 204+00 205+00 10676.38' - _ 50.0 SNOHOMISH COUNTY POINT #35 POINT 01NT #38 50.0 I - - � I I I -- CESCO I I I I I ' MEDICAL SUPPLI^\ CITY OF MONTLAKE TERRACE,' it !I !I VACANT i JEFF'S AUTO SUPPLY (SNOHOMISH COUNTYa-'' I I I I \ I I I I I ' i ! !CITY OF MONTLAKE TERRACL h !(SNOHOMISH COUNTY) ------------------------ ' ---- GENERAL NOTES UNLESS OTHERWISE NOTED: I. SEE NOTES ON AL-01 (5 OF 242) SEE VERTICAL AND HORIZONTAL DATUM AND BASIS OF BEARING ON AL-01 2. THIS MONUMENT WAS MISSED IN THE SURVEY BUT EXISTS. CONTRACTOR TO SURVEY PRIOR TO WORK IN THIS AREA AND PROVIDE ELEVATION AND COORDINATES TO ENGINEER. LEGEND - TEMPORARY CONSTRUCTION EASEI ACQUIRED RIGHT OF WAY 0 SURVEY CONTROL POINT O MONUMENT CITY LIMIT ----- SECTION LINE - --- - RIGHT OF WAY - - - - - - PROPERTY LINE AF#,F 'JsS ' LIMITED ACCESS LINE LO 0 CV 04 C0 Q rn (� � o LU LU z� J Q CITY OF LYNNWOOD (SNOHOMISH COUNTY) 1 ALLIANCE CONTROL POINTS POINT III I NORTHING FASTING ELEVATION CODE DESCRIPTION 35 1 295857.87 11272529.90 1 347.39 1 NAG I SET MAG NAIL WITH WASHER 38 1 296216.60 1272712.49 1 340.57 1 MAG I SET MAG NAIL WITH WASHER A LINE - CURVE DATA CURVE P.C. STATION P.I. STATION P.T. STATION DELTA RADIUS TANGENT LENGTH C1 100+00.13 101+28.81 102+41.63 4'36'45" 2999.85 120.81 241.50 C2 106+13.58 111+83.D3 117+16.62 35'06'45" 1799.91 569.45 1103.04 C3 122+01.10 122+62.38 123+23.62 T54b0" 1799.91 61.28 122.52 rctviNl uHie nr /Arrr\uVCU CST utOlG nI --AIL: ' arc as raai waa.a ulvlvunw rvo.: G. JOYCE 03/30122 M.R 1 C1� a wg1NFr _ EDMONDS ENGINEERING MANAGER DATE �`` ALL DIMENSIONS "'r a CALL 2 DAYS AL-11 DRAWN BY: JOB No.: SHOWN IN FEET $CJ V. KALYANAM 0775.01 _ ALLIANCEBEFORE YOU DIG HIGHWAY SR 99 R_ UNLESS OTHERWISE CONSULTING SERVICES SHEET No.: PROJECT MANAGER DATE P DESIGNATED 1-800-424-5555 GATEWAY -REVITALIZATION STAGE 2 PROJECT CHECKED BY: DRAWING FILE No.: FS c, s v~ 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 SNOHOMISH COUNTY MARCH 2O22 L REID 0775.01 AL-01 SIpNA L E� P: 206.739.5454 F: 360.352.1509 7 `, PROJECT ENGINEER DATE a a0 zz WWW.SUALLIANCE.COM fit. 1 M� ALIGNMENT & ROW PLANS 15 OF Packet Pg. 95 2.12.a i _� 0 4o fio SCALE IN FEET SECTION 293. 27N. RAE. W.M. \ SEAWEED CBD \\ \ CITY OF EDMONDS (SNOHOMISH COUNTY) CANOPY WORLD \ \ \ \ \ \ `\ PARKING GARAGE VALUE VILLAGE COMMUNITY DONATION CENTER �/' MCDONALDS 29. \ \\ SWEET SHOTS CITY OF EDMONDS \\ \\ `\ (SNOHOMISH COUNTY) \ \ _ 50.0 216+00 213+00 215+00 LO 214+00 � -_+� --+- - `O 211+00 212+00 N27. 00' 50_� +- ' cC11 POINT #41 210+00 - 10676.38' 50.0 �� Q 209+00 -- ------- - -------- 50.0 208+00 - �- -�i POINT #42 21 206+00 21 207+00 �� - - - _ - - CD - SR 99 (A -LINE) - - U) Z � 50.0 POINT #39 - - _ J ACURA OF LYNNWOOD _ �- _ _ _ \ CITY OF LYNNWOOD - ACURA OF LYNNWOOD `\ CAR MAX \ (SNOHOMISH COUNTY) c \ \ \ �0.4 \ \ 6f CITY OF LYNNWOOD 29. (SNOHOMISH COUNTY) LYNNWOOD AUTO CENTER \ G. JOYCE 03/30122 M. RFr \Sp �`` ALL DIMENSIONS SHOWN IN FEET ENGINEERING MANAGER DATE DRAWN BY: JOB No.: V. KALYANAM 0775.01 a p UNLESS OTHERWIE PROJECT MANAGER DATE � DESIGNATED CHECKED BY: DRAWING FILE No.: L. REID 0775.01 AL-01 SS10NAI aiaaizz PROJECT ENGINEER DATE / SCJ ALLIANCE° CALL 2 DAYS CONSULTING SERVICES BEFORE YOU DIG 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 1-800-424-5555 P: 206.739.5454 F: 360.352.1509 WWW.SCJALLIANCE.COM GENERAL NOTES UNLESS OTHERWISE NOTED: I. SEE NOTES ON AL-01 (5 OF 242) SEE VERTICAL AND HORIZONTAL DATUM AND BASIS OF BEARING ON AL-01 2. THIS MONUMENT WAS MISSED IN THE SURVEY BUT EXISTS. CONTRACTOR TO SURVEY PRIOR TO WORK IN THIS AREA AND PROVIDE ELEVATION AND COORDINATES TO ENGINEER. LEGEND - TEMPORARY CONSTRUCTION EASEI ACQUIRED RIGHT OF WAY 0 SURVEY CONTROL POINT O MONUMENT CITY LIMIT ----- SECTION LINE - - - - RIGHT OF WAY - - - - - - PROPERTY LINE rirn#hV1nr LIMITED ACCESS LINE S CV Q M u~i a rn 0 U 0 Lu W Z LU J U) IU tR 1 ALLIANCE CONTROL POINTS POINT # 39 NORTHING 296529.01 EASTING 1272876.88 ELEVATION 335.74 CODE NAG DESCRIP ION SET MAD NAIL WITH WASHER 41 296563.80 1272840.78 336.11 MBD FOUND BRASS DISK 42 296962.08 1273093.02 349.81 NAG SET MAG NAIL WITH WASHER A LINE - CURVE DATA CURVE P.C. STATION P.I. STATION P.T. STATION DELTA RADIUS TANGENT LENGTH C1 1DD+00.13 101+28.81 102+41.63 4'36'45" 2999.85 120.81 241.50 C2 106+13.58 111+83.03 117+16.62 35'06'45" 1799.91 569.45 1103.04 C3 122+01.10 122+62.38 123+23.62 3"54'00" 1799.91 61.28 122.52 EDMONDS HIGHWAY SR 99 GATEWAY -REVITALIZATION STAGE 2 PROJECT SNOHOMISH COUNTY MARCH 2O22 ALIGNMENT & ROW PLANS AL-12 16 OF Packet Pg. 96 2.12.a i _� 0 40 BO SCALE IN FEET o Lo co Q rn � Lu LU w L z I J U 7 UNDER CONSTRUCTIONAPPROVED BY UNDER CONSTRUCTION 7 - - 50.0 218+00 SR 99 (A -LINE) 217+00 50.0 POINT J43 CAR MAX CITY OF LYNNWOOD (SNOHOMISH COUNTY) DESIGNED BY, ISSUE DATE: G. JOYCE 03130122 ENGINEERING MANAGER DATE DRAWN BY: JOB Na.: V. KALYANAM 0775.01 PROJECT MANAGER DATE CHECKED BY: DRAWING FILE No.: L L. REID 0775.01 AL-01 PROJECT ENGINEER DATE SECTION 29&20,T. 27N. R.4E. W.M. JACK IN THE BOX MAGIC TOYOTA �\ HARVEY'S TAVERN ` 0.0 ` CITY OF EDMONDS KAFE NEO \\ `\ (SNOHOMISH COUNTY\ `\ POINT #54J 50.5 226+00 \ 224+00 225+00 223+00 y 2+0 -�- \ 49.8 \ - _ _ \ ENTERPRISE \ POINT #3002 1 \\ UNION BANK \ CLEARWATER CAR WASH i \ CITY OF LYNNWOOD `\ (SNOHOMISH COUNTY) `\ \ d) \ CAR MAX d ` \ 0.6 \ p M. RFr �\S ALL DIMENSIONS SHOWN IN FEET P p UNLESS OTHERWIS = DESIGNATED 'ONA ECG~ 3/30/22 6 in SC.,1 ALLIANCE CONSULTING SERVICES 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 P: 206.739.5464 F: 360.362.1509 W W W.SUALLIANCE.COM GENERAL NOTES UNLESS OTHERWISE NOTED: I. SEE NOTES ON AL-01 (5 OF 242) SEE VERTICAL AND HORIZONTAL DATUM AND BASIS OF BEARING ON AL-01 2. THIS MONUMENT WAS MISSED IN THE SURVEY BUT EXISTS. CONTRACTOR TO SURVEY PRIOR TO WORK IN THIS AREA AND PROVIDE ELEVATION AND COORDINATES TO ENGINEER. LEGEND' TEMPORARY CONSTRUCTION EASEI ACQUIRED RIGHT OF WAY 0 SURVEY CONTROL POINT O MONUMENT CITY LIMIT ----- SECTION LINE ---------- RIGHT OF WAY - - - - - - PROPERTY LINE rirmrTir'n'r LIMITED ACCESS LINE Q 1 ALLIANCE CONTROL POINTS POINT / NORTHING BASTING ELEVATION CODE DESCRIPTION 43 297400.03 1273316.61 366.82 MAG SET MAG NAIL WITH WASHER 44 297835.34 1273544.89 383.71 MAG SET MAG NAIL WITH WASHER 45 297889.77 1273508.82 383.98 MRB SET REBAR WITH PLASTIC CAP 54 298274.90 1273883.85 399.18 MSX SET SCRIBED 'X° 3002 297943.70 1273593.08 388.06 MILT SEf LEAD WITH TACK ALINE -CURVE DATA CURVE P.C. STATION P.I. STATION P.T. STATION DELTA RADIUS TANGENT LENGTH Cl 100+00.13 101+28.81 102+41.63 436'45° 2999.85 120.81 241.50 C2 106+13.58 111+83.03 117+16.62 35'06'45° 1799.91 569.45 1103.04 C3 122+01.10 122+62.38 123+23.62 35e00° 1799.91 61.28 12252 CALL 2 DAYS EDMONDS HIGHWAY SR 99 BEFORE YOU DIG 1-800-424-5555 GATEWAY -REVITALIZATION STAGE 2 PROJECT SNOHOMISH COUNTY MARCH 2O22 ALIGNMENT &ROW PLANS AL-13 1/ OF Packet Pg. 97 2.12.a i _� 0 4o fio SCALE IN FEET 0 co CV N Q � Cn rn 0 rn � U o LU zLU J IL CO SECTION 203. 27N. RAE. W.M. CITY OF EDMONDS CITY OF LYNNWOOD \\`� (SNOHOMISH COUNTY) (SNOHOMISH COUNTY) END PROJECT \\ SR99 MP 45.87 �\ A LINE, STA 230+00.00 \ MAGIC TOYOTA ` POINT #53 \\ \ 50.92 N:298571.28 E:1273864.47 227+00 L3 228+00 229+00 230 _ Ny 7_00' 50"E 10676.38' 49.08 POINT #30031T-POINT #52J �- - - - - - - - - \\ CITY OF LYNNWOOD \(SNOHOMISH COUNTY) � \ \` SECRET GARDE \ LUXOR MOTORS \\ \ GENERAL NOTES UNLESS OTHERWISE NOTED: I. SEE NOTES ON AL-01 (5 OF 242) SEE VERTICAL AND HORIZONTAL DATUM AND BASIS OF BEARING ON AL-01 2. THIS MONUMENT WAS MISSED IN THE SURVEY BUT EXISTS. CONTRACTOR TO SURVEY PRIOR TO WORK IN THIS AREA AND PROVIDE ELEVATION AND COORDINATES TO ENGINEER. IFrFNn. TEMPORARY CONSTRUCTION EASEI ACQUIRED RIGHT OF WAY 0 SURVEY CONTROL POINT O MONUMENT CITY LIMIT SECTION LINE - - - - RIGHT OF WAY - - - - - - PROPERTY LINE AFhVl##A' LIMITED ACCESS LINE 1 ALLIANCE CONTROL POINTS POINT li 52 NORTHING 298363.45 EASIING 1273806.66 ELEVATION 403.20 CODE MSX DESCRIPTION SET SCRIBED "X" 53 298617.72 1273832.97 409.19 MSX SET SCRIBED "X" 3003 298287.31 1273767.51 400.71 MLT SET LEAD WNH TACK A LINE - CURVE DATA CURVE P.C. STATION P.I. STATION P.T. STATION DELTA RADIUS TANGENT LENGTH C1 100+00.13 101+28.81 102+41.63 4'36'45" 2999.85 120.81 241.50 C2 106+13.58 111+83.03 117+16.62 35156'45" 1799.91 569.45 1103.04 C3 122+01.10 122+62.38 123+23.62 3'54'00" 1799.91 61.28 122.52 rctviaiurva uHie nr /irrr\UVCU CST ucaiurvcu nr, iaaucuAl Lm --Iarc as Taal waa.a umvvmu No.: G. JOYCE 03/30122 �a M.R 1 C1� a wg1NFr y EDMONDS ENGINEERING MANAGER DATE �`` ALL DIMENSIONS -Y CALL 2 DAYS AL-14 DRAWN BY: JOB No.: SC�J ALLIANCE J V. KALYANAM 0775.01 SHOWN IN FEET _ BEFORE YOU DIG HIGHWAY SR 99 UNLESS OTHERWISE CONSULTING SERVICES SHEET No.: PROJECT MANAGER DATE a R_ 'Vr e DESIGNATED 1-800-424-5555 GATEWAY -REVITALIZATION STAGE 2 PROJECT CHECKED BY: DRAWING FILE No.: Fs c, s v~ 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 SNOHOMISH COUNTY MARCH 2O22 PROJECT ENGINEER DATE L. REID 0775.01 AL-01 Sto" E� 3130122 P:2 WW9.5454 LIANCE.COM509 Inc_ I li9� 18 OF ALIGNMENT &ROW PLANS Packet Pg. 98 2.12.a SECTION 29,T. 27N. RAE. W.M. \ � s \ / t 0 20 40 \ \ / t SCALE IN FEET \ / S \\ LYNNWOOD HONDA i \ / z \ / s STA A 186+16, 0.1 RT \ TRAFFIC ARROW LEFT WHITE DOTTED LANE LINE Z \ STA A 186+18, 6.0 LT \ \ \ END YELLOW PAINT \ STA A 188+79, 0.0 RT \ \\ ON PCDFSMC \\ TRAFFIC ARROW LEFT \ WHITE LANE LINE STA A 186+68, 6.5 LT \ \\ f \\ BEGIN YELLOW EDGE LINE \ RIGHT OF WAY (TYP.) t \ EXISTING TRANSIT STOP \ SHELL a \ � \ STA A 188+16, 5.0 LT \ \ BEGIN YELLOW PAINT WHITE EDGE LINE C AREA UNDE CONSTRUCTION < \ ON PCDFSMC \ t dmo s OW 18" YELLOW DELINEATOR N _ S 0 18" WHITE DELINEATOR < o u + y 6D ¢ ALINE (SR 99) ¢ a, f U) U YELLOW EDGE LINE � U G C7 t Cn u) — —f�IAA — — — — f — — — — — — — — — — — — — — — — — — — — — — — — — — Cn S o Lynnwood ROW z w x JN� x s � t ¢ — — — —<WHITE EDGE LINE\STA A 188+31, 4.5 LT, 7.6 LT \STA A 189+40, 34.9 RT END YELLOW EDGE LINE\ RIGHT OF WAY (TYP)TRAFFC ARROW RIGHT WRITE EDGE LINE \\STA A 189+34, 28.5 RT\END WHITE DOTTED EXTENSION LINEBEGIN WHITE WIDE LANE LINE I STA A 188+72, 6.5 RT \STA A 186+64, 6.0 RT \ BEGIN WHITE WIDE LANE LINEEND WHITE PAINT ON PCDFSMCBEGIN YELI_OW EDGE LINE \ OLYMPIC SPINE AND SPORT STA A 189+89, 32.9 RT I+, 6.0 RT \ \\ TRAFFIC LETTERS I \\ BEGIN WHITE PAINT ON PCDFSMC \\ \ I < \ \ \ I \ STA A 186+23, 6.5 RT \ I 't \\ END WHITE WIDE LANE LINE \\ \\ I t \ \ HARBOR FREIGHT \ I < GENERAL NOTES: \\\ \\ \\ UNLESS NOTED OTHERWISE \ I \ 1. SEE DRAWING CHN-01 FOR GENERAL \ TRAVELLER'S INN CHANNELIZATION NOTES. \ \ \ I S \ \ I t s t t • REVISIONS DATE BY APPROVED BYDESIGNED BY, ISSUE DATE: ' E� SR L5 43.51 TO 45.87 DRAWING No.: G. JOYCE 03130122 M.R 1 0 \Sa wgsNFr �� y EDMONDS ENGINEERING MANAGER DATE <`� ALL DIMENSIONS Y CH-1 DRAWN BY: JOB No.: SC�J ALLIANCE V V. KALYANAM 0775.01 SHOWN IN FEET 2 HIGHWAY SR 99 t p UNLESS OTHERWISE CONSULTING SERVICES BEFORE YOU DIG 9 � � SHEET No.: PROJECT MANAGER DATE p p �f CCCCCCC GATEWAY -REVITALIZATION STAGE 2 PROJECT s CHECKED BY: DRAWING FILE No.: FS Reces1� e ��2 DESIGNATED 1201THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 1-000-4G4—JJ5`, SNOHOMISH COUNTY MARCH2O22 PROJECT ENGINEER DATE L. REID 0775.01 CH-04 SlOrypY �� aaa zz P.2 WWW.SCJALLIANCE.COM 509 A'+r_ IP90 135 OF CHANNELIZATION PLANS Packet Pg. 99 2.12.a ------------------- STA A 192+17. 17.4 LT END WHITE LANE LINE \ I I 0 20 11 STA A 192+11, 28.5 LT SCALE IN FEET BEGIN WHITE LANE LINE STA A 192+01, 46.0 LT END WHITE EDGE LINE SECTION 293. 27N. RAE. W.M. STA A 193+33, 41.4 LT —�-------- BEGIN WHITE EDGE LINE STA A 193+44, 28.7 LT \\ BEGIN WHITE WIDE LANE LINE \ STA A 193+51, 17.7 LT \\ \ BEGIN WHITE LANE LINE \ \ STA A 193+57, 6.7 LT \\ M \ BEGIN WHITE WIDE LANE LINE \ \ G \y STARBUCKS \\ STA A 192+12, 5.0 LT \ END YELLOW PAINT STA A 193+67, 5.3 RT STA A 194+40, 35.2 LT \\ ON PCDFSMC� BEGIN DOUBLE CENTERLINE — — TRAFFIC ARROW RIGHT \ o— 0 — — — — — — — — — — — — Q 00 _ STA A 192+12, 4.5 LT� < = K J BEGIN DOUBLE CENTERLINE C/) U +— _STA A 191+38, 35.0 RT STA A (1) 1; U Z w — w --TRAFFIC ARROW RIGHT BEGIN WHITE -— J in U 18" YELLOW DELINEA F-- wo STA A 192+12, 6.5 LT END YELLOW EDGE LINE STA A 192+17, 4.5 LT END DOUBLE CENTERLINE 33. STA A 192+42, 40.5 RT LINE END WHITE EDGE LINE — 71, STA A 191+86, 33.4 RT TRAFFIC LETTERS WHITE EDGE LINE STA A 191+78, 0.0 RT TRAFFIC ARROW LEFT I I BOILING POINT STA A 192+22, 6.5 RT END WHITE WIDE LANE LINE I I STA A 192+28, 17.5 RT END WHITE LANE LINE I STA A 192+34, 28.5 RT GENERAL NOTES: END WHITE WIDE LANE LINE UNLESS NOTED OTHERWISE I 1. SEE DRAWING CHN-01 FOR GENERAL I I CHANNELIZATION NOTES. I I o C\ o 18" YELLOW DELINEATOR 193+00 LSTA A 193+91, 33.9 LT _ TRAFFIC LETTERS _ FI STA A 194+01, 0.2 LT TRAFFIC ARROW LEFT —STA A 193+69, 4.8 RT BEGIN YELLOW PAINT ON PCDFSMC STA A 193+69, 6.3 RT BEGIN YELLOW EDGE LINE STA A 193+62, 5.3 RT BEGIN DOUBLE CENTERLINE STA A 193+88, 45.7 RT BEGIN WHITE EDGE LINE STA A 193+72, 28.3 RT BEGIN WHITE LANE LINE -STA A 193+65, 17.3 RT BEGIN WHITE LANE UNE �_ A -LINE (SR 99 STA A 196+37, 35.1 LT TRAFFIC ARROW RIGHT STA A 195+91, 33.4 LT TRAFFIC LETTERS I I I r' I I I I I dl I I I I + N27' 00' 50.41"E — I LRIGHT OF WAY (TYP.) \ TRANSIT STOP WHITE WIDE LANE LINE STA A 196+44, 28.7 LT END WHITE WIDE LANE LINE BEGIN WHITE WIDE DOTTED LANE LINE RED DRAGON CASINO O 4 9 Q c c � < V rn � (n LU L I Z L A J c I U rctn M uHit nr mrrmuvru [ST unaionnu nr: uau Lm ��— E0 orc ne aa.oi ivaa.or um"llvu rvo.: G. JOYCE 03130122 SP M,RF ` ❑ Af aF wAs„ r �� °y EDMONDS ENGINEERING MANAGER DATE DRAWN BY: JOB ALL DIMENSIONS Y CALL 2 DAYS CH-15 j 0n5.o1 ALLIANCE .J HIGHWAY SR 99 V. KALYANAM SHOWN IN FEET SCA_- PROJECT MANAGER DATE p • UNLESS OTHERWISE CONSULTIN63ERVICES - - � BEFORE YOU DIG GATEWAY -REVITALIZATION STAGE 2 PROJECT SHEET No. CHECKED BY: DRAWING FILE No.: F RE ;4e3a e ti� DESIGNATED 1201 TH IRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 1-800-424-5555 1 PROJECT ENGINEER DATE L.REID 0775.01 CH-04 SStONAL LNG P:206.739.5454 WWW.SOALLIANCE.COM509 Inc.8AD SNOHOMISH COUNTY MARCH 2O22 136 0E a 3,3a,22 CHANNELIZATION PLANS , Packet Pg. 100 2.12.a SECTION 293. 27N. RAE. W.M. I I � I � , I , \ I \ � I \ \ I \ � I , � 0 20 40 \ SCALE IN FEET II \ / I \ / I \ i \\ SWEDISH RADIAL IMAGING CENTER / / I \ i DICK'S DRIVE-IN \\\ WHITE WIDE DOTTED LANE LINE / I / I \ / I \ STA A 199+43, 69.8 LT I \ BEGIN WHITE EDGE LINE i DICK'S DRIVE-IN STA A 199+01, 74.0 LT I=J— PROPERTY UNE(TYP.) END WHITE EDGE LINE RIGHT OF WAY (TYP.) R25' \ O O t ti Q 6) Cn U rn Z Q' LU LU Z LU J U3 U Q GENERAL NOTES: UNLESS NOTED OTHERWISE 1. SEE DRAWING CHN-01 FOR GENERAL CHANNELIZATION NOTES. R25' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — A -LINE (SR 99) -00 19 + + N27' 00' 50.41"E + 01+00 low — — — — — — — N IT �_=� STA A 197+75, 0.3 LT TRAFFIC ARROW LEFT CESCO MEDICAL SUPPLY WIDE LANE LINE YELLOW PAINT ON PCDFSMCJ LWHITE EDGE LINE WHITE WIDE LANE LINE WHITE LANE LINE O t REVISIONS DATE BY ArrKUVLu by DESIGNED BY, ISSUE DATE: ' E SRLS 43.51 TO 45.87 DRAWING No.: Op- G. JOYCE 03/30122 M.R 1 0 a wgsNFr EDMONDS ENGINEERING MANAGER DATE <`� ALL DIMENSIONS ;� �, CALL 2 DAYS CH-2C DRAWN BY: JOB No.: SC�J ALLIANCE V. KALYANAM 0775.01 SHOWN IN FEET BEFORE YOU DIG HIGHWAY R 99 UNLESS OTHERWISE CONSULTING SERVICES SHEET No.: PROJECT MANAGER DATE P R_ „d,y e DESIGNATED 1-800-424-5555 GATEWAY -REVITALIZATION STAGE 2 PROJECT CHECKED BY: DRAWING FILE No.: FS c, s v~ 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 SNOHOMISH COUNTY MARCH 2O22 L. REID 0775.01 CH-04 S10 P: 206.739.5454 F: 360.352.1509 PROJECT ENGINEER DATE NAL aiaaizz WWW.SCJALLIANCE.COM /.,'. 11V,, CHANNELIZATION PLANS 137 OF Packet Pg. 101 2.12.a I I 0 20 40 SCALE IN FEET CD LO 0 CV N � 2 U) U CA Z rn C.7 U N p LU LU Z u.l J (n 2 U H Q GENERAL NOTES: UNLESS NOTED OTHERWISE 1. SEE DRAWING CHN-01 FOR GENERAL CHANNELIZATION NOTES. SWEDISH MEDICAL CENTER TRAFFIC ARROW LEFT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I SECTION 293. 27N. RAE. W.M. STA A 204+01, 28.3 RT END WHITE WIDE DOTTED LANE LINE BEGIN WHITE WIDE LANE LINE 0 Lo LO O C'4 Q CV Q CV 2 Uj U m Z m Cn p LU LU Z LU J in U H Q REVISIONS DATE BY ArrKUVLu by DESIGNED BY, ISSUE DATE: ' E SR �4i 43.51 TO 45.87 DRAWING No.: Op- G.JOYCE 03130122 M.R 1 0 a wgsNFr EDMONDS ENGINEERING MANAGER GATE <`� ALL DIMENSIONS ;� CALL 2 DAYS CH-21 DRAWN BY: JOB No.: SC�J ALLIANCE V. KALYANAM 0775.01 SHOWN IN FEET BEFORE YOU DIG HIGHWAY R 99 UNLESS OTHERWISE CONSULTING SERVICES SHEET No.: PROJECT MANAGER DATE P R_ „d,y e DESIGNATED 1-800-424-5555 GATEWAY -REVITALIZATION STAGE 2 PROJECT CHECKED BY: DRAWING FILE No.: FS c, s v~ 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 SNOHOMISH COUNTY MARCH 2O22 L. REID 0775.01 CH-04 S'O P: 206.739.5454 F: 360.352.1509 PROJECT ENGINEER DATE 'ON aiaaizz WWW.SCJALLIANCE.COM ,.,'. 11V,, CHANNELIZATION PLANS 138 OF Packet Pg. 102 2.12.a SECTION 293. 27N. RAE. W.M. � \ I 4 STA A 206+83, 17.7 LT END WHITE LANE LINE 'Pk \ 0 20 10 '� VALUE VILLAGE COMMUNITY DONATION CENTER SCALE IN FEET \ CANOPY WORLD \ - �\ STA A 210+92, 4.5 RT, 7.1 RT \, ! STA A 206+77, 28.7 LT STA A 207+70, 40.4 LT STA A 208+05, 4.6 RT \ BEGIN YELLOW EDGE LINE \ \ I BEGIN WHITE LANE LINE BEGIN WHITE EDGE LINE END DOUBLE CENTERLINE \ STA A 210+80, 28.5 LT \ �\ ! END WHITE WIDE LANE LINE STA A 208+24, 33.2 LT , BEGIN WHITE WIDE DOTTED LANE LINE I STA A 206+82, 4.7 LT END DOUBLE CENTERLINE TRAFFIC LETTERS STA A 207+80, 28.5 LT \ L BEGIN WHITE WIDE LANE LINE \ \ STA A 210+73, 34.8 LT TRAFFIC ARROW RIGHT 4 \ I STA A 207+86, 17.7 LT \�0 STA A 206+54, 43.8 LT BEGIN WHITE LANE LINE \ a END WHITE EDGE LINE \ \ G STA A 210+24, 33.2 LT TRAFFIC LETTERS STA A 208+74, 34.8 LT \ EXISTING TRANSIT TRAFFIC ARROW RIGHT STATION L STA A 206+77, 6.7 LT Cm�> N END YELLOW EDGE LINE oAlli.0 N STA A 208+37, 0.1 LT C, ! Q N STA A 206+7755.LT 3 TRAFFIC ARROW LEFT a j = END YELLOW PAINT o STA A 207+93, 6.4 LT F L Cn Z ON PCDFSMC BEGIN WHITE WIDE LANE LINE u 4 N3: + + ALINE SR 99 + N27. 00' 50.41"E 211 u ; ! LU w u Z N STA A 206+46, 0.1 LT 18" YELLOW DELINEATOR _ V _ TRAFFIC ARROW LEFT o STA A 208+05• S.0 RT H STA A 206+77, 4.7 LT BEGIN YELLOW PAINT F ! < BEGIN DOUBLE CENTERLINE o o ON PCDFSMC STA A 208+00, 4.6 RT — — — — _ — — ---- — — — — — — — —— — — — — — — c � o o END STOP LINE � BEGIN DOUBLE CENTERLINE N < STA A , 0.0 RT I o TRAFFIC C AARRRROW LEFT I - - - I C STA A LT STA A 208+05, 6.5 RT rRIGHT'OF EXISTING TRANSIT STOP END WHITE WIDE LANE LINE WHITE WIDE LA STA A 206+07, 34.7 RT BEGIN YELLOW EDGE LINE TRAFFIC ARROW RIGHT WAY (TYP.) ACURA OF LYNNWOOD STA A 206+55, 33.1 RT TRAFFIC LETTERS STA A 206+89, 6.3 RT STA A 208+24, 44.7 RT BEGIN WHITE WIDE LANE LINE �\ BEGIN WHITE EDGE LINE STA A 206+95, 17.3 RT RIGHT OF WAY (TYP.) END WHITE LANE LINE 18" YELLOW DELINEATOR EDGE OF PAVEMENT STA A 207+02, 28.3 RT-1STA A 208+01, 18.F EXISTING TRAFFIC CURB END WHITE WIDE LANE LINE BEGIN WHITE LANE STA A 208+08, 28.5 RT AND GUTTER BEGIN WHITE LANE LINE ' � I STA A 207+10, 40.3 RT END WHITE EDGE LINE GENERAL NOTES: UNLESS NOTED OTHERWISE \ s 1. SEE DRAWING CHN-01 FOR GENERAL LYNNWOOD AUTO CENTER ! CHANNELIZATION NOTES. ! REVISIONS DATE BY ArrKUVLu by DESIGNED BY: ISSUE DATE: ' E SRLS 43.51 TO 45.87 DRAWING No.: 4 Op-G. JOYCE 03/30122 M.R 1 0 a wgsNFr EDMONDS ENGINEERING MANAGER DATE <`� ALL DIMENSIONS ;� �, CALL 2 DAYS CH-2L DRAWN BY: JOB Na.: I V. N YANAM 077s.01 _ SHOWN IN FEET SCJ AcLLIANCE HIGHWAY SR 99 p UNLESS OTHERWISE CONSULTING SERVICES BEFORE YOU DIG ! 9 SHEET No.: PROJECT MANAGER DATE P R_ „d,y a DESIGNATED 1-800-424-5555 GATEWAY -REVITALIZATION STAGE 2 PROJECT CHECKED BY: DRAWING FILE No.: FS c, s v~ 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 SNOHOMISH COUNTY MARCH 2O22 L. REID 0775.01 CH-04 SlO P: 206.739.5454 F: 360.352.1509 PROJECT ENGINEER DATE NAL aiaaizz WWW.SCJALLIANCE.COM /,?,. 1��1� CHANNELIZATION PLANS 139 OF Packet Pg. 103 2.12.a SECTION 293. 27N. RAE. W.M. SCALE IN FEET D 20 4D \ \ I I Feet \\ \ t \ \ t \ SEAWEED CBD ` \ \ z \ \ s \ \ t \ \ STA A 215+31, 6.5 LT S \\ STA A 214+31, 6.5 LT ` END WHITE WIDE LANE LINE STA A 215+69, 5.6 RT, 7.1 RT t MCDONALDS `\ BEGIN WHITE WIDE LANE LINE `\ PARKING GARAGE BEGIN YELLOWED' LINE Z u \ STA A 214+31, 6.0 LT \ 0A STA A 214+37, 0.0 LT t \ `\ END WHITE PAINT ON PCDFSMC \ TRAFFIC ARROW LEFT SWEET SHOTS C \ STA A 215+25, 0.0 LT \\ WHITE EDGE LINE `\ yy1IITE ANE LINE `� ' EXISTING t TRAFFIC ARROW LEFT TRANSIT _ ` �// [STOP s sp — — — — — — — — — — — — — — — — — — — — — — V7 r cD CV t N N c 18" WHITE DELINEATOR A -LINE (SR H Q LJ Q LJ N < K Q = 00 214+00 215+00 216 m C J Cn CDof U-1 — — t ? rn W c J L z w 18" YELLOW = ! _ J _ _ _ _ _ _ _ _ DELINEATOR f J t r U r— — — — — — — — — — — — — — — — -o Q < t t rI Li - - - - - - - - - - - - STA A 213+89, 6.5 RT \ END YELLOW EDGE LINE STA A 211+07, 5.0 RT WHITE EDGE LINE \ t END YELLOW PAINT \ STA A 214+W PAINT RT s \ BEGIN YELLOW PAINT FRIGHT OF WAY (TYP.) ON PCDFSMC ON PCDFSMC t \ •� ` STA A 213+95, 6.4 LT WHITE WIDE DOTTED LANE LINE < \ END YELLOW EDGE LINE 0 ACURA OF LYNNWOOD \\ STA A 213+95, 6.0 LT STA A 215+88, 6.0 RT i \ BEGIN WHITE PAINT ON PCDFSMC STA A 215+88, 6.5 RT, 7.1 RV END YELLOW PAINT `\ CAR MAX BEGIN YELLOW EDGE LINE ON PCDFSMC t \ t \ Z \ t \ t GENERAL NOTES: \` \ UNLESS NOTED OTHERWISE \ 1. SEE DRAWING CHN-01 FOR GENERAL \ CHANNELIZATION NOTES. `\ t t REVISIONS DATE BY APPROVED BYDESIGNED BY, ISSUE DATE: ' E SR L5 43.51 TO 45.87 DRAWING N. G. JOYCE 03130122 M.R 1 0 a wgsNFr �_� EDMONDS ENGINEERING MANAGER DATE ALL DIMENSIONS ;� �, CALL 2 DAYS CH-2? _ DRAWN BY: JOB No.: SC.J ALLIANCE VXALYANAM 0775.01 SHOWN IN FEET BEFORE YOU DIG HIGHWAY R 99 PROJECT MANAGER DATE a p UNLESS OTHERWISE CONSULTING SERVICES SHEET No.: p �f CCCC GATEWAY -REVITALIZATION STAGE 2 PROJECT s CHECKED BY: DRAWING FILE No.: FS Raees��e ��2 DESIGNATED 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 1-800-424-5555 SNOHOMISH COUNTY MARCH 2O22 L. REID 0775.01 CH-05 P: 206.739.5454 F: 360.352.1509 PROJECT ENGINEER DATE NAL WWW.SUALLIANCE.COM ,-�'. 1v"' CHANNELIZATION PLANS 140 OF aiaaizz $ Packet Pg. 104 2.12.a 20 Fee[ SCALE IN FEET LO LO CV Q CV H 2 U U rn Z rn U U � LU w Z uJ J U3 2 U H Q GENERAL NOTES: UNLESS NOTED OTHERWISE 1. SEE DRAWING CHN-01 FOR GENERAL CHANNELIZATION NOTES. SECTION \ y� \ \ \ 295T. 27N. RAE. W.M. UNDER CONSTRUCTION WA A ZIO+UO, 0.0 Ill BEGIN WHITE WIDE LANE LINE WHITE EDGE LINE BEGIN WHITE WIDE LANE LINE \ \ \\ UNDER CONSTRUCTION \ A \\�00 \ �f \ L \G \ y� \ J STA A 219+22, 33.3 RT TRAFFIC LETTERS 0 LO 0 CV CV Q LO CV � 2 U U m Z � U U LU LU Z LU J Cn 2 U Q REVISIONS DATE BY ArrKUVLu by DESIGNED BY, ISSUE DATE: ' E SR 43.51 TO 45.87 DRAWING No.: Op- G. JOYCE 03/30122 M.R 1 0 a wgsNFr EDMONDS ENGINEERING MANAGER DATE <`� ALL DIMENSIONS ;� �, CALL 2 DAYS CH-24 DRAWN BY: JOB No.: SC.J AcLLIANCE VXALYANAM 0775.01 SHOWN IN FEET BEFORE YOU DIG HIGHWAY R 99 PROJECT MANAGER DATE a p UNLESS OTHERWISE CONSULTING SERVICES CCCCC GATEWAY -REVITALIZATION STAGE 2 PROJECT SHEET No.: CHECKED BY: DRAWING FILE No.: FS Ra�I s"��e ��2 DESIGNATED 1201 THIRD AVE, SUITE 550, 5EATTLE, WASHINGTON 98101 1-800-424-555`, SNOHOMISH COUNTY MARCH 2O22 L. REID 0775.01 CH-05 S10 P: 206.739.5454 F: 360.352.1509 PROJECT ENGINEER DATE NAL aiaaizz WWW.SCJALLIANCE.COM ,. l'. V"" CCHANNELIZATION PLANS 141 OF Packet Pg. 105 2.12.a _410v_� FSYA A 221+55, 17.4 LT \LT END WHITE LANE LINE STA A 221+51, 2END WHITE DOTTED LAN \ \ SCALE IN FEET 0 Ln 0 CV (V N N U m Z U) W W Z W I (n 2 H Q STA A 221+39, 48.8 LT - END WHITE EDGE LINE STA A 221+54, 4.4 LT END DOUBLE CENTERLINE STA A 221+48, 6.4 LT, 7.6 L END YELLOW EDGE LIN `_ _ STA A 221+48, 5.0 LT EWYE_LLOW_PFAINf'-'\ ON PCDFSMC STA A 221+48, 4.4 LT K BEGIN DOUBLE CENTERLINE - I- -- STA A 220+73, 34.9 TRAFFIC ARROW RIGHT SECTION 29 & 20,T. 27N. RAE. W.M. \ cr, JACK IN THE BOX y \ \ '�A� STA A 222+69, 6.6 LT BEGIN WHITE WIDE LANE LINE J \ HARVEY'S TAVERN STA A 222+54, 40.6 LT BEGIN WHITE EDGE LINE \\ \A� 18" YELLOW DELINEATOR 0 0 \ \� STA A 222+79, 4.4 RT \ END DOUBLE CENTERLINE STA A 223+06, 33.3 LT \ TRAFFIC LETTERS \ J \ \`\\ `TRAFFIC ARROW RIGHT LT 18" YELLOW DELINEATOR A 221+15, 0.1 RT STA A 221+23, 33.2 RT_/ STA A 221+58, 6.5 RTJ TRAFFIC LETTERS END WHITE WIDE LANE LINE STA A 221+63, 17.6 RT END WHITE LANE LINE CAR MAX GENERAL NOTES: UNLESS NOTED OTHERWISE 1. SEE DRAWING CHN-01 FOR GENERAL CHANNELIZATION NOTES. STA A 222+61, 28.6 LTA BEGIN WHITE WIDE LANE LINE 222+00 STA A 222+65, 17.6 LT BEGIN WHITE LANE LINE RIGHT OF WAY (TYP.) STA A 223+13, 0.2 LT TRAFFIC ARROW LEFT - - 221+0 0 � - + A-U USR 99) 224+00 - ,STA A , 4RT ,END WHITEITE EDGE LINE LINE STA A 222+72, 17.4 RTIS BEGIN WHITE LANE LINE o �DDDmum00mmm STA A 221+68, 28.6 RT END WHITE WIDE LANE LINE STA A 222E_ 4.9 RT - BEGIN YELLOW PAINT ON PCDFSMC STA A 222+79, 6.4 RT, 7.1 RT BEGIN YELLOW EDGE LINE YSA A 222+74, 4.4 RT I GIN DOUBLE CENTERLINE STA A 222+77, 28.4 RT / BEGIN WHITE WIDE DOTTED LANE LINE CLEARWATER CAR WASH / \ \-STA A 2 BEGIN WI A'f \ \ \ I I F88, 47.9 RT EDGE LINE / MAGIC TOYOTA r \ r \ r \ ® ®® \ STA A 225+61, 28.6 LT \\ END WHITE WIDE LANE LINE �` \\ BEGIN WHITE DOTTED LANE LINE ®® KAFE NEO `\ i \ ®� \\ STA A 225+06, 32.8 LT TRAFFIC LETTERS \ r \ Q \ \ STA A 225+54, 35.0 LT \ \\ TRAFFIC ARROW RIGHT \\ 0 o c`J N Q � Q rA rn -_ 225+00 226+00 - N W z - C) N o `EXISTING TRANSIT STOP \\ ENTERPRISE \ UNION BANK \ \ \\ STA A 226+12, 0.2 LT TRAFFIC ARROW LEFT STA A 226+19, 6.6 LT `\ v END WHITE WIDE LANE LINE \ \ \ \ \ \ \ REVISIONS DATE BY ArrKUVLu by DESIGNED BY, ISSUE DATE: ' E SRLS 43.51 TO 45.87 DRAWING No.: Op- e G. JOYCE 03/30122 SP M. RF 1 0 ENGINEERING MANAGER DATE V aF wnspry ALL DIMENSIONS p EDMONDS CH-2F DRAWN BY: JOB No.: CALL 2 DAYS VWNBY:NAM W7s.01 _ SHOWN IN FEET SCJ AcLLIANCE BEFORE YOU DIG HIGHWAY SR 99 , 9 " ,p UNLESS OTHERWISE CONSULTING SERVICES GATEWAY -REVITALIZATION STAGE 2 PROJECT SHEET No.: PROJECT MANAGER DATE a CHECKED BY: DRAWING FILE No.: FS Ra�Is"��e G�2 DESIGNATED 1201 THIRD AVE, SUITE 550, 5EATTLE, WASHINGTON 98101 1-800-424-5555 SNOHOMISH COUNTY MARCH 2O22 L. REID 0775.01 CH-05 `S10 E� P: 206.739.5454 F: 360.352.1509 PROJECT ENGINEER DATE NAL 3130/22 WWW.SCJALLIANCE.COM 7.,'. V"" CCHANNELIZATION PLANS 142 OF a Packet Pg. 106 2.12.a o ao I, , 21 . I Feat SCALE IN FEET STA A 226+681 4.4 RT, 7.1 RT BEGIN YELLOW EDGE LINE WHITE DOTTED LANE LINE LO co CN CV Q LO Q = C CJ O� Z rn CD Cn � LLI LU Z Lu , Cn C) Q ` A \ 0 STA A 228+40, 27.9 LT \\ L END WHITE VIDE DOTTED LANE LINE \ y STA A 228+17, 17.6 LT \\ AP WHITE LANE LINE ` STA A 228+09, 28.6 LT `\ AP \ WHITE VIDE DOTTED LANE LINE \ \ STA +16, 6.6 LT \\ AP YELLO EDGE LINE \ \ \ SECTION 203. 27N. RAE. W.M. STA A 228+45, 40.6 LT END WHITE EDGE LINE TSTA A 228+45, 17.0 LT END WHITE LANE LINE rSTA A 229+42, 5.9 LT END YELLOW EDGE LINE MAGIC TOYOTA w — — — — — END OF EDMONDS CITY LIMITS \\ STA A 228+18, 6.4 RT STA A 226+83, 4.9 RT \ AP YELLOW EDGE LINE END YELLOW PAINT `\ STA A 228+10, 28.4 RT ON PCDFSMC AP \ WHITE WIDE DOTTED LANE LINE \ STA A 228+18, 17.4 7RT ` AP WHITE LANE ` STA A 228+45, 1. \ END WHITE LANE LINE `\ STA A 228+45, 27.6 RT \ END WHITE WADE DOTTED LANE LINE \ ` STA A 228+45, 40.4 RT \ END WHITE EDGE LINE SECRET GARDEN LUXOR MOTORS \ GENERAL NOTES: UNLESS NOTED OTHERWISE 1. SEE DRAWING CHN-01 FOR GENERAL CHANNELIZATION NOTES. A LINE, STA 230+00.00 STA A 229+62, 0.2 LT TRAFFIC ARROW LEFT N:298571.28 — — — E.-1273864.47 — — — — — — — — — — — — — — — — — 230 \ \ RIGHT OF WAY (TYP.) \ STA A 229+80, 0.1 RT \ TRAFFIC ARROW LEFT STA A 229+40, 5.8 RT \ END YELLOW EDGE LINE REVISIONS DATE BY ArrKUVLu by DESIGNED BY, ISSUE DATE: ' E SRLS 43.51 TO 45.87 DRAWING No.: Op- G. JOYCE 03/30122 M.R 1 0 a wgsNFr EDMONDS ENGINEERING MANAGER DATE <`� ALL DIMENSIONS ;� �, CALL 2 DAYS CH-2E _ DRAWN BY: JOB No.: SC..J AcLLIANCE VWNBY:NAM W7s.01 SHOWN IN FEET BEFORE YOU DIG HIGHWAY R 99 PROJECT MANAGER DATE a p UNLESS OTHERWISE CONSULTING SERVICES SHEET No.: C CCCC GATEWAY -REVITALIZATION STAGE 2 PROJECT s CHECKED BY: DRAWING FILE No.: FS Ra�I �"��e ��2 DESIGNATED 1201 THIRD AVE, SUITE 550, 5EATTLE, WASHINGTON 98101 1-800-424-555`, SNOHOMISH COUNTY MARCH 2O22 L. REID 0775.01 CH-05 S10 P: 206.739.5454 F: 360.352.1509 PROJECT ENGINEER DATE NAL aiaaizz WWW.SCJALLIANCE.COM CHANNELIZATION PLANS 143 OF 3 Packet Pg. 107 2.12.a \ I i \ 0 20 10 \ SCALE IN FEET \ SWEDISH MEDICAL CENTER \\ 0 Ln CD CV CV CV Q J � LU Cn W LU Cn Gn W W LLI Z = J U) = W U W H U) Q SECTION 29 Ln U'> CV O CV CV I LU Cn W rn co � Cn LU W W W Z = J U) = W Q PLANT SCHEDULE LA-21 TREES CITY CITY BOTANICAL / COMMON NAME �_ 3 PARROTIA PERSICA'JL COLUMNAR' TM '�1./ PERSIAN SPIRE PARROTIA SHRUBS CITY BOTANICAL/COMMON NAME 16 CISTUS X HYBRIDUS WHITE ROCKROSE 12 CORNUS SERICEA'KELSEYI' KELSEY'S DWARF RED TWIG DOGWOOD CAL 2" CAL SIZE 5 GAL 5 GAL 12 PRUNUS LAUROCERASUS'MOUNT VERNON' 5 GAL MOUNT VERNON ENGLISH LAUREL III I I I ORNAMENTAL GRASS QTY BOTANICAL / COMMON NAME SIZE I I I I I 88 OPHIOPOGON JAPONICUS 1 GAL VACANT i JEFF'S AUTO SUPPLY MONDO GRASS I I I I I I I I I I 1 I I I I GROUND COVERS CITY BOTANICAL /COMMON NAME CONT SPACIN( REFERENCE NOTES SCHEDULE LA-21 GENERALNOTES SYMBOL DESCRIPTION CITY ��; � 58 LIRIOPE MUSCARI'BIG BLUE' 1 GAL 12" UNLESS OTHERWISE NOTED: BIG BLUE LILYTURF - - - - ROOT BARRIER, PER COE DETAIL TR-5501 12' LENGTH 72 LF 1. SEE NOTES ON SHEET LAN-01. ON EITHER SIDE OF TREE AT CURB, CENTERED ON TREE TRUNK 54 LITHODORA DIFFUSA'HEAVENLY BLUE' 1 GAL 12" o.c. FORM -LINER FOR 20" HT. CURB 223 LF HEAVENLY BLUE LITHODORA SYMBOL DESCRIPTION CITY PLANTING AREA 1 6" TOPSOIL TYPE A, 2" WOOD MULCH 748 SF PERENNIALS QTY BOTANICAL / COMMON NAME CONT SPACIN( I SEE PLANTING NOTES 64 NEPETAX FAASSEN I I 'WALKERS LOW 1 GAL 12" o.c. - CONCRETE HARDSCAPING I PER DETAIL 105 SF WALKERS LOW CATMINT REVISIONS DATE BY APPROVED BY DESIGNED BY, ISSUE DATE: ��— E SR L5 43.51 TO 45.87 DRAWING No.: G. JOYCE 03/30122 �F WA.y 1 I 0 F'�oNMMcNA411 R9 C�' ALL DIMENSIONS :� -,r +p EDMONDS LA-21 ENGINEERING MANAGER DATE ' DRAWN BY: JOB Na.: y dV i ,n CALL 2 DAYS V. KALYANAM 0775.01 SHOWN IN FEET SCJ ALLIANCE BEFORE YOU DIG HIGHWAY SR 99 y y n u UNLESS OTHERWISE CONSULTING SERVICES GATEWAY -REVITALIZATION STAGE 2 PROJECT PROJECT MANAGER DATE SHEET No.: CHECKED BY: DRAWING FILE No. pro 9�ti `.� DESIGNATED 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 1-800-424-5555 L. REID 0775.01 LA-04 sC '�Exc'°altiG.l• P: 206.739.5454 F: 360.352.1509 SNOHOMISH COUNTY MARCH 2O22 PROJECTENGINEER DATE qPE AR WWW.SCJALLIANCE.COM ,yt. 1K�3, LANDSCAPE PLANS 201 OF Packet Pg. 108 2.12.a o ao zo I SCALE IN FEET \ \ \ \ \ \ \ O O N CV CV Q H LU U)w rn = cn U) w LLI LU Z = J U) = LU U ul �Cf) Q GENERALNOTES UNLESS OTHERWISE NOTED: 1. SEE NOTES ON SHEET LAN-01. SECTION 29 \\\ SEAWEED CBD `\ MCDONALDS \`\ `\ PARKING GARAGE \ SWEET SHOTS \ \ \ BG4H \ �HP HP OHP 0 P OHP ENGINEERING MANAGER DATE PROJECT ENGINEER DATE \ \ ACURA OF LYNNWOOD \\ REFERENCE NOTES SCHEDULE LA-23 SYMBOL DESCRIPTION CITY ---- ROOT BARRIER, PER COE DETAIL TR-5501 12- LENGTH 216 LF ON EITHER SIDE OF TREE AT CURB, CENTERED ON TREETRUNK ........... FORM -LINER FOR 20" HT. CURB 586 LF SYMBOL DESCRIPTION CITY PLANTING AREA 1 6" TOPSOIL TYPE A, 2" WOOD MULCH 2,016 SF I SEE PLANTING NOTES - CONCRETE HARDSCAPING I PER DETAIL 221 SF G. JOYCE 1 03/30122 VXALYANAM W75.01 IECKED BY: DRAWING FILE No. L. REID 0775.01 LA-05 O LC) O � CV CV Q A -LINE (SR 99) LU 215+00 216+00. ""' U) _ - - - - - rn NLU w LLI z= J U) = LU U LU H C/) Q PLANT SCHEDULE LA-23 TREES QTY BOTANICAL / COMMON NAME CAL �_ 9 PARROTIA PERSICA'JL COLUMNAR' TM 2" CAL PERSIAN SPIRE PARROTIA SHRUBS QTY BOTANICAL / COMMON NAME SIZE 18 BERBERIS BUXIFOLIA'NANA' 5 GAL DWARF BOXLEAF BARBERRY 28 CISTUS X HYBRIDUS 5 GAL WHITE ROCKROSE 17 CORNUS SERICEA'KELSEYI' 5 GAL KELSEY'S DWARF RED TWIG DOGWOOD 30 JUNIPERUS HORIZONTALIS 5 GAL CREEPING JUNIPER 20 LONICERA PILEATA 5 GAL PRIVET HONEYSUCKLE 16 PRUNUS LAUROCERASUS WOUNT VERNON' 5 GAL MOUNT VERNON ENGLISH LAUREL G ORNAMENTAL GRASS CITY BOTANICAL/COMMON NAME SIZE O125 OPHIOPOGON JAPONICUS 1 GAL e MONDO GRASS s 1 GROUND COVERS CITY BOTANICAL/COMMON NAME CONT SPACIN •� O 82 CALLUNA VULGARIS'SILVER KNIGHT' 1 GAL 24" C.C. SILVER KNIGHT HEATHER 1 1 81 LIRIOPE MUSCARI'BIG BLUE' 1 GAL 12" o.c. i BIG BLUE LILYTURF = 1 79 LITHODORA DIFFUSA'HEAVENLY BLUE' 1 GAL 12" o.c. HEAVENLY BLUE LITHODORA PERENNIALS CITY BOTANICAL/COMMON NAME CONT SPACIN e a in 87 NEPETA X FAASSENII'WALKERS LOW 1 GAL 12" D.C. s 1 WALKERS LOW CATMINT I �F WA.T ALL DIMENSIONS ^r +d CALL 2 DAYS SHOWN IN FEET SCJ ALLIANCE BEFORE YOU DIG UNLESS OTHERWISE CONSULTING SERVICES yoyq 9 "� DESIGNATED 1201THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 1-800-424-5555 SC '�Ek P.OfiIti G•T P: 206.739.5454 F: 360.352.1509 qPE AR WWW.SCJALLIANCE.COM 4".""l SR E9 43.51 TO 45.87 DRAWING No.: EDMONDS LA-23 1 HIGHWAY SR 99 4 GATEWAY -REVITALIZATION STAGE 2 PROJECT SHEET No.: 1 SNOHOMISH COUNTY MARCH 2O22 LANDSCAPE PLANS 202 OF Packet Pg. 109 2.12.a qo � zo \ SCALE IN FEET y� \ \ \ \ \ \ o Lo _Co M N N Q J H— F— W rn S rn C/) N W LLI LLI Z = J U) = W U W F- C/3 Q GENERALNOTES UNLESS OTHERWISE NOTED: 1. SEE NOTES ON SHEET LAN-01. UNDER CONSTRUCTION CAR MAX SECTION 29 \ \ \ UNDER CONSTRUCTION \ \ \ \ \ REFERENCE NOTES SCHEDULE LA-24 SYMBOL DESCRIPTION CITY - - - - ROOT BARRIER, PER COE DETAIL TR-5501 12- LENGTH 48 LF ON EITHER SIDE OF TREE AT CURB, CENTERED ON TREETRUNK ........... FORM -LINER FOR 20" HT. CURB 138 LF SYMBOL DESCRIPTION CITY PLANTING AREA 1 6" TOPSOIL TYPE A, 2" WOOD MULCH 466 SF I SEE PLANTING NOTES - CONCRETE HARDSCAPING I PER DETAIL 53 SF 0 t O c1 j N N Q Q J N W W rn = CO Cn W W W Z = J N = W U W H CO Q PLANT SCHEDULE LA-24 T/REE'EyS�� CITY BOTANICAL/COMMON NAME CAL �_ 2 PARROTIA PERSICA'JL COLUMNAR' TM 2" CAL ' PERSIAN SPIRE PARROTIA SHRUBS CITY BOTANICAL/COMMON NAME SIZE 10 12 CISTUS X HYBRIDUS 5 GAL WHITE ROCKROSE 7 CORNUS SERICEA'KELSEYI' 5 GAL KELSEY'S DWARF RED TWIG DOGWOOD 8 PRUNUS LAUROCERASUS'MOUNT VERNON' 5 GAL MOUNT VERNON ENGLISH LAUREL ORNAMENTAL GRASS CITY BOTANICAL/COMMON NAME SIZE 51 OPHIOPOGON JAPONICUS 1 GAL MONDO GRASS GROUND COVERS CITY BOTANICAL / COMMON NAME CONT SPACINI I ml 26 LIRIOPE MUSCARI'BIG BLUE' 1 GAL 12" o.c BIG BLUE LILYTURF im 27 LITHODORA DIFFUSA'HEAVENLY BLUE' 1 GAL I I 12" o.c. HEAVENLY BLUE LITHODORA s PERENNIALS QTY BOTANICAL/COMMON NAME CONT SPACINI in 29 NEPETA X FAASSENII'WALKERS LOW 1 GAL I 12" o.c. , WALKERS LOW CATMINT rcnviaiurva uHin nr /Arrr\uVLU LIT unaiurvnu nr, is LuAl Lm ��— E arc ys raai waa.a unHvunvu rvo.: G. JOYCE 03/30122 �F W A S 1 I 0 P 11,Mo0AM1 R9 C�� :� -,r �a EDMONDS LA-24 ENGINEERING MANAGER DATE DRAWN BY: JOB Na.: dV ALL DIMENSIONS CALL 2 DAYS VXALYANAM 0775.01 Z SHOWN IN FEET SCJ AcLLIANCE BEFORE YOU DIG HIGHWAY SR 99 4 UNLESS OTHERWISE CONSULTING SEFMCES GATEWAY -REVITALIZATION STAGE 2 PROJECT SHEET No.: PROJECT MANAGER DATE y y n u CHECKED BY: DRAWING FILE No pro yvti`i DESIGNATED 1201THIRD AVE, SUITE 550,SEATTLE,WASHINGTON98101 1-800-424-5555 L. REID 0775.01 LA-05 sC 'vExc'°altiG.l• P: 206.739.5454 F: 360.352.1509 SNOHOMISH COUNTYMARCH 2O22 PROJECT ENGINEER DATE qPE AR WWW.SCJALLIANCE.COM ,yt. 1K��, LANDSCAPE PLANS 203 OF a Packet Pg. 110 2.12.a LO Nu, CV Qa w W (/J W 2 m N � CW n W W = Z U) J W S W U Cn H Q GENERALNOTES \ UNLESS OTHERWISE NOTED: \\ \ 1. SEE NOTES ON SHEET LAN-01. \ REFERENCE NOTES SCHEDULE LA-26 SYMBOL DESCRIPTION QTY ---- ROOT BARRIER, PER COE DETAIL TR-5501 12- LENGTH 72 LF ON EITHER SIDE OF TREE AT CURB, CENTERED ON TREETRUNK ......•••• • FORM -LINER FOR 20" HT. CURB 261 LF SYMBOL DESCRIPTION CITY PLANTING AREA 1 6" TOPSOIL TYPE A, 2" WOOD MULCH 891 SF I SEE PLANTING NOTES CONCRETE HARDSCAPING I PER DETAIL 166 SF LUXOR MOTORS SECTION 20 SR99 VP 45.86 A LINE, STA 229+70.00 \ \ \ PLANT SCHEDULE LA-26 TREES CITY BOTANICAL / COMMON NAME CAL 5 4 ZELKOVA SERRATA'MUSASHINO' 2" CAL �f✓ MUSASHINO SAWLEAF ZELKOVA SHRUBS CITY BOTANICAL / COMMON NAME SIZE 15 CISTUS X HYBRIDUS 5 GAL WHITE ROCKROSE 59 PRUNUS LAUROCERASUS'MOUNT VERNON' 5 GAL MOUNT VERNON ENGLISH LAUREL GROUND COVERS CITY BOTANICAL / COMMON NAME CONT SPACING 411 GERANIUM X CANTABRIGIENSE'BIOKOVO' FLAT 18" O.C. BIOKOVO CRANESBILL REVISIONS DATE BY APPROVED BY DESIGNED BY, ISSUE DATE: ��— E SR L5 43.51 TO 45.87 DRAWING No.: G. JOYCE 03/30122 �F W A. y 1 I 0 F'�oNMMcNA411 R9 C�' -,r �p EDMONDS LA-26 ENGINEERING MANAGER DATE ALL DIMENSIONS CALL 2 DAYS DRAWN BY: JOB Na.: y �\v i ,�, VXALYANAM 0775.01 SHOWN IN FEET SCJ ALLIANCE V BEFORE YOU DIG HIGHWAY SR 99 PROJECT MANAGER DATE y y n u UNLESS OTHERWISE CONSULTING SERVICES GATEWAY -REVITALIZATION STAGE 2 PROJECT SHEET No.: CHECKED BY: DRAWING FILE No. pro 9�ti `.� DESIGNATED 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 1-800-424-5555 L. REID 0775.01 LA-05 sC '�Exc'G.l• P: 206.739.5454 F: 360.352.1509 SNOHOMISH COUNTY MARCH 2O22 PROJECT ENGINEER DATE qPE AR WWW.SCJALLIANCE.COM ,yt. 1K�3, LANDSCAPE PLANS 204 OF Packet Pg. 111 2.12.a EXHIBIT B Gateway Sign Details General Description: Pylon Sign- LED Intemally illuminated, single face. t_ The `Welcome to" letters are routed thru the cabinet face metal to allow only the letter faces to be illuminated with the background cabinet remaining opaque. 2. The word 'Edmonds" to t)e individual channel letterforms, each to be front lit. 3. The vertical wave shape oonsrsts of two parts. The front one is "halo lit", fabricated as a reverse channel to allow light to shine out the back and reflect off the surface of the backer,whlch is a flat cut out wave. The lighting design intent here is to create an even glow of light, {without hot spots}, as a means to highlight the perimeter edge of the front wave. 5 Packet Pg. 112 2.13 City Council Agenda Item Meeting Date: 08/9/2022 Presentation of Right of Entry and Maintenance Agreement between City of Edmonds and Snohomish County (as part of the Highway 99 Gateway Revitalization project - Stage 2) Staff Lead: Rob English Department: Engineering Preparer: Emiko Rodarte Background/History N/A Staff Recommendation Forward item to the consent agenda for approval at the next City Council meeting. Narrative As part of the Hwy 99 Revitalization and Gateway Project - Stage 2, the City is proposing the installation of a raised landscaped median throughout the entire corridor from 2441" St. SW to 210" St. SW. The portion of Hwy 99 from 23110 Hwy 99 to 2281" ST. SW and from 2201" St. SW to 21701 Highway 99 are shared with Snohomish County. Since the landscaped raised median is being installed to replace the center two-way left turn lane, half of the improvements will be within Snohomish County right of way. The agreement will provide the City of Edmonds access to maintain the portion of median improvements within the County's right of way. Attachments: Attachment 1 - Revised County Agreement Packet Pg. 113 2.13.a CITY OF EDMONDS HIGHWAY 99 REVITALIZATION & GATEWAY PROJECT RIGHT OF ENTRY AND MAINTENANCE AGREEMENT This Right of Entry and Maintenance Agreement ("Agreement") is made effective this day of 2022 between the City of Edmonds, a Washington municipal corporation, hereinafter referred to as "Edmonds" and Snohomish County, a Washington municipal corporation, hereinafter referred to as "County." WHEREAS, as part of the City of Edmonds' Highway 99 Revitalization and Gateway Project, Edmonds intends to install a raised median that will straddle the Edmonds / Snohomish County border along the corridor from 2441h Street SW to 2101h Street SW; and WHEREAS, the right-of-way line on Highway 99 runs along the centerline of the roadway and delineates Edmonds on the west side of the roadway and Snohomish County on the east side of the roadway from 23110 Hwy 99 to 228th St. SW & from 2201h Street SW to 21701 Highway 99; and WHEREAS, Edmonds' entry onto the County side of the median, the exact location of which is described in Exhibit A, attached hereto and incorporated herein by this reference (hereinafter referred to as the "Property") is necessary to install and maintain certain landscaping, as described and depicted in Exhibit A, attached hereto and incorporated herein by this reference (hereinafter collectively referred to as the "Work"); and WHEREAS, County desires to permit Edmonds to enter the Property to undertake the Work; and WHEREAS, County has agreed to the installation of the median and landscaping, and Edmonds has agreed to undertake the maintenance of the median and landscaping during and after the plant establishment period (hereinafter referred to as the "Maintenance"); and WHEREAS, Edmonds and County desire to memorialize their understanding of the rights and responsibilities of each with regard to the Work and the Maintenance; NOW, THEREFORE, in consideration of the terms and conditions herein stated, Edmonds and County agree as follows: 1. Grant of License / Right of Entry. County hereby grants to Edmonds a non-exclusive license of reasonable access to the Property for the purposes of performing the Work and activities reasonably related thereto. The right of entry authorized by this Agreement is subject to all valid rights existing in the Property as of the effective date of this Agreement. County reserves the right to grant others the privilege to use the Property, and the parties specifically agree Packet Pg. 114 2.13.a that this Agreement is not exclusive. Edmonds will not permit any other party, except Edmonds' duly authorized representatives, employees, agents and independent contractors (collectively "Representatives") to enter or use the Property. 2. Contacts. Prior to entry, Edmonds and/or its designated Representative(s) will contact the following representative(s) of the County to provide notice of access to the Property: Name: Title: Telephone #: 3. Liability. While on the Property, Edmonds will comply, and will cause all of its Representatives to comply, with all applicable government laws, ordinances, rules and regulations during the exercise of its rights herein. Edmonds and its Representatives will be responsible for any damage done to the Property by Edmonds or its Representatives during the performance of the above -described Work and will pay the costs of repairing and restoring the Property to substantially the same condition as existed before Edmonds' its Representative(s)' entry onto the Property. 4. Maintenance. Edmonds agrees to undertake the perpetual maintenance of the entire median, including curbs, low -profile barrier curbs, concrete surfaces within the median, and the landscaping to be installed in the median as set forth in Exhibit A. Maintenance may include, but not be limited to the regular weeding, mulching and edging of the ground around the plantings; the regular trimming and other tasks required to maintain the health of the plants; and the necessary maintenance of curbs and concrete surfaces. 5. Governing LawNenue. The validity, meaning, and effect of this Agreement will be determined in accordance with the laws of the State of Washington. In the event any legal proceeding is initiated involving this Agreement, it will be brought in Snohomish County Superior Court. 6. No Third Party Rights. Nothing in this Agreement, express or implied, is intended to confer any rights or remedies upon any person, other than the parties and their respective employees and representatives. 2 Packet Pg. 115 2.13.a 7. Indemnification/Hold Harmless. To the extent authorized by law, Edmonds and County will each indemnify and hold the other, including its officers, employees, and representatives, harmless from and will process and defend at its own expense all claims, demands, loss, costs or suits at law or equity arising in whole or in part from that party's negligence or breach of any of its obligations under this Agreement; provided that nothing herein will require either party to indemnify the other party against and hold harmless the other party from claims, demands, loss, costs or suits at law or equity based solely upon the conduct of the other party, its officers, employees, and representatives; and provided further that if the claims or suits are caused by or result from the concurrent negligence of: (a) Edmonds, its officers, employees, or representatives; and (b) County, its officers, employees, or representatives, this indemnity provision with respect to: (1) claims or suits based upon such negligence; and (2) the costs to any party of defending such claims and suits, will be valid and enforceable only to the extent of that party's negligence or the negligence of that party's officers, employees, or representatives. The provisions of this section will survive the expiration or termination of this Agreement. 8. Termination. This Agreement will commence on the effective date set forth above. Edmonds's right of entry onto the Property for the Work and the Maintenance will continue in perpetuity. This Agreement will terminate in the event the Property is redeveloped in a manner that necessitates the removal of the median and landscaping described in Exhibit A. 9. Notice. Any notice to be given or any documents to be delivered by either party to the other party herein will be mailed by certified post and addressed to Edmonds or County at the following address: City of Edmonds Snohomish County Bertrand Hauss [Name] 121 51h Avenue [Address] Edmonds, WA 98020 Snohomish County, WA [Zip] 425-771-0220 [Phone] Either party may, with written notice to the other, designate a different contact name, address and/or telephone number. DATED THIS DAY OF 2022. CITY OF EDMONDS CITY OF COUNTY Mike Nelson, Mayor YYYY , Snohomish County Packet Pg. 116 2.13.a n �n ' i 1 �Il 0 z 19 Ir rb A �■ �, Packet Pg. 117 I 2.13.a I %W G ❑r r V) 0 z u m C M N M M w LL T N -W u U r_ O L Q NI N X �7 I Q� Q O tV V co N .y Packet Pg. 118 Exhibit A: ROW Plans, Roadway Plans, and Landscaping PLans SECTION 31,T. 27N. RAE. W.M. 2.13.a GENERALNOTES CD 0 s J i cn z J in z W Z W J L, 0 U H Z Of Of W C) U I Z W Z 0 0 U 0 Of CD Cn 0 H N Cn ¢ r Cn 0 Z 0 0 c T p oun Y � 6 C O O N >o Z 0 �M �o �W 0 0 N U 4'n C) N N � p U N W 0 0 o/ �Z 0 Liz + rn co Q Q O ~ J cn Q �m U [if cn M w Lu Z ui J U Q 0 40 80 SCALE IN FEET / / / / / / / / / / / / / / 18.7 21.3 STA A 140+63, 80.6 LT `\ PT� ` \ R26.90 ` \ \STA A 141+22, 50.0 LT STA\A 140+43, 50.0 LT// -AP PC 50.0 140+00 141 SR 99 (A -LINE) ) 50.0 POINT #16 EDMONDS � �� SMOKE & GIF STA A 141+15, 50.0 RT 30.12 AP WHIRLY BALL I REVISIONS OINT #18 (SEE NOTE 2) 142+00 143+00 10676.38' STA A 142+08, 50.0 RT T - \\�R26.90 I tP __STA A 141+91, 87.8 RT A,^J PC V� V r 2 \ 19.85 144+00 145+00 I \ I \ I \ I \ I \ I I \ I I `\ NASH CHIROPRACTIC I HOUSE OF GUNS `\ i ANOTHER CASTLE / POINT #17 / / / / / / \ / / DATE 1 BY ENGINEERING MANAGER PROJECT ENGINEER DESIGNED BY: G. JOYCE DATE DRAWN BY: V.KALYANAM DATE CHECKED BY: L. REID DATE ISSUE DATE: 03/30/22 JOB No.: 0775.01 DRAWING FILE No.: 0775.01 AL-01 I VIDEO GAMES ` I ` I ` I \ � I I 1\ / / ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED CITY OF EDMONDS (SNOHOMISH COUNTY) CHC COMMUNITY HEALTH STA A 147+05, 55.0 LT STA A 147+00, 60.0 LT STA A 147+00, 50.0 L_ STA A 147+05, 50.0 L 146+00 147+00 STA A 147+19, 5(' ^ "T STA A 147+19, 56 P POINT #19J STA A 147+09, 50.0 RT STA A 147+09, 66.2 R1 S CJ ALLIANCE CONSULTING SERVICES 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 P:206.739.5454 F:360.352.1509 WWW.SCJALLIANCE.COM ESPERANCE (SNOHOMISH COUNTY) UNINCORPORATED A 14X+65, 55.0 LT A 147+X0, 60.0 LT � A 147+70, 50. LT A A 147+65, 50.0 LT 148+00 SR 99 (A -LINE) 47+29, 50.0 RT 147+29, 56.2 RT A A 147+39, 50.0 RT A 147+39, 66.2 RT PACIFIC PARK APARTMENT HOMES 4F EQ-41All CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 I n�. 18C) \\ KAMAN AUCTIONS LES SCHWAB `\ ESPERANCE `\ (UNINCORPORATED `\ SNOHOMISH COUNTY)\ \ 50.0 149+00 150+00 50.0 \\ CITY OF EDMONDS \\ (SNOHOMISH COUNTY) `\ VIKINGS AUTO SALES UNLESS OTHERWISE NOTED: I. SEE NOTES ON AL-01 (5 OF 242) SEE VERTICAL AND HORIZONTAL DATUM AND BASIS OF BEARING ON AL-01 2. TH I S MONUMENT WAS M I SSED I N THE SURVEY BUT EXISTS. CONTRACTOR TO SURVEY PRIOR TO WORK IN THIS AREA AND PROVIDE ELEVATION AND COORDINATES TO ENGINEER. I Fr,FNn TEMPORARY CONSTRUCTION EASEMENT ACQUIRED RIGHT OF WAY 0 SURVEY CONTROL POINT O+ MONUMENT CITY LIMIT -- SECTION LINE RIGHT OF WAY - - - - - - PROPERTY LINE LIMITED ACCESS LINE 0 LO O Lf7 Q coQ CDcn Q rn CD C/) W w z� J U Q 2E 1 ALLIANCE CONTROL POINTS POINT # NORTHING EASTING ELEVATION CODE DESCRIPTION 16 290636.67 1269871.66 404.64 MAG SET MAG NAIL WITH WASHER 17 290674.74 1270027.60 391.22 MAG SET MAG NAIL WITH WASHER 19 291096.28 1270103.47 398.12 MAG SET MAG NAIL WITH WASHER 18 SEE NOTE 2 ALINE - CURVE DATA CURVE P.C. STATION P.I. STATION P.T. STATION DELTA RADIUS TANGENT LENGTH C1 100+00.13 101+28.81 102+41.63 4°36'45" 2999.85 120.81 241.50 C2 106+13.58 111+83.03 117+16.62 35°06'45" 1799.91 569.45 1103.04 C3 122+01.10 122+62.38 123+23.62 3'54'00" 1799.91 61.28 122.52 SR 99 43.51 TO 45.87 DRAWING No.: EDMONDS HIGHWAY SR 99 GATEWAY -REVITALIZATION STAGE 2 PROJECT SNOHOMISH COUNTY ALIGNMENT & ROW PLANS MARCH 2O22 AL-05 SHEET No.: 9 OF 242 N CD 0 0 U t E 0 0 06 0 E W 0 U t 3 a J c W 0 Lm m 0 r_ 0 2 0 a N 0 0 a 0 U d N 5 d 0 a a� E t U R Packet Pg. 119 2.13.a 0 N O J i cn z a z w z c� J ¢ / w U H Z Of i z w C) U I Z Ld H LLJ 0 0 ¢ U O Of a_ z 0 H ¢ N J ¢ w Of CD ¢ r 0 40 80 SCALE IN FEET O O Lf7 Q Q O ~ J C/) Q W Lu Z w J vJ _ U Q REVISIONS I DATE fi7 SECTION 31,T. 27N. RAE. W.M. STA:19+77.20, 0.0' PT N: 291991.78 \ E: 1269827.06 \ 00 / ARMADILLO SELF STORAGE / ENGINEERING MANAGER 19 PROJECT ENGINEER DESIGNED BY: G. JOYCE DATE DRAWN BY: V.KALYANAM DATE CHECKED BY: L. REID DATE ISSUE DATE: 03/30/22 JOB No.: 0775.01 DRAWING FILE No.: 0775.01 AL-02 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED / / / / / / / / / / / / / / / / / / / / / / / / / 1 S CJ ALLIANCE CONSULTING SERVICES 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 P:206.739.5454 F:360.352.1509 WWW.SCJALLIANCE.COM I k O O /O STA:10+00.00, 0.0' o0 PT N: 291974.32 E: 1270804.10 / / / / / / / / / / / / / 4F E. O CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 I nC. 189%J GENERAL NOTES UNLESS OTHERWISE NOTED: I. SEE NOTES ON AL-01 (5 OF 242) SEE VERTICAL AND HORIZONTAL DATUM AND BASIS OF BEARING ON AL-01 2. TH I S MONUMENT WAS M I SSED I N THE SURVEY BUT EXISTS. CONTRACTOR TO SURVEY PRIOR TO WORK IN THIS AREA AND PROVIDE ELEVATION AND COORDINATES TO ENGINEER. LEGEND: TEMPORARY CONSTRUCTION EASEMENT ACQUIRED RIGHT OF WAY 0 SURVEY CONTROL POINT O+ MONUMENT CITY LIMIT -- SECTION LINE RIGHT OF WAY - - - - - - PROPERTY LINE 7qW4W4W4 LIMITED ACCESS LINE O O O c0 Q ti < O O O otf M W Lu Z_ ui J C/) U H Q 1 ALLIANCE CONTROL POINTS POINT # NORTHING EASTING ELEVATION CODE DESCRIPTION 20 291512.41 1270315.40 401.30 MAG SET MAG NAIL WITH WASHER 22 291997.78 1270357.55 404.01 MAG SET MAG NAIL WITH WASHER 3004 291891.97 1270507.94 395.83 MILT SET LEAD WITH TACK 21 SEE NOTE 2 A LINE - CURVE DATA CURVE P.C. STATION P.I. STATION P.T. STATION DELTA RADIUS TANGENT LENGTH Cl 100+00.13 101+28.81 102+41.63 4'36'45" 2999.85 120.81 241.50 C2 106+13.58 111+83.03 117+16.62 35'06'45" 1799.91 569.45 1103.04 C3 122+01.10 122+62.38 123+23.62 3'54'00" 1799.91 61.28 122.52 SR 99 43.51 TO 45.87 1 DRAWING No.: EDMONDS HIGHWAY SR 99 GATEWAY -REVITALIZATION STAGE 2 PROJECT SNOHOMISH COUNTY ALIGNMENT & ROW PLANS MARCH 2O22 I G AL-06 SHEET No.: 10 OF 242 Packet Pg. 120 SECTION 31&30T 27N. RAE. W.M. 2.13.a 0 Z 0 0 T C� un Y � 6 C ' 00 Z 0 �o W �W 0 a� N U &i'n CD N � N � o U N W 0 W o/ �Z 0 40 80 SCALE IN FEET REVISIONS O O + O c� Q cfl Q o C/) Q rn CD rn � w W Z W J CJ) U DATE \ CITY OF EDMONDS \\ (SNOHOMISH COUNT) ESJRE�ANCE \ \ IUNINCORPORATE 30.4 D \ 29.8' SNOHOMISH COUNTY� \ \ �\ \\ COU NTRY FARMS \ ESPERANCE sT A 162+82, 55.0 LT \ (UNINCORPORATED PT \\ SNOHOMISH COUNTY) \ \ A 162+74, 50.0 LT - PC fi7 50.0 162+00 SR 99 (A -LINE) 161+00 BOO HAN PLAZA \ \ 163+21, 110.5 LT GILS ON \\ \\ \\ ----- \ \ \ RUNS GREAT )TO SALES \\ \ \ \ 63+26, 112.7 LT \\ \\ \\ \\ TA A 163+43, 78.2 LT \\ \\ \\ \ C \ \ \ \\ STA A 163+83, 53.0 LT\ \ \ PT STA A 163+99\ 53.0 LT \ ,\ AP \ STA A 163+99, 50.0 LT AP 163+ 0 \ 164+00 165+00 00 ` STA A 162+94, 50.0 RT \ STA A 164+00, 50.0 RT AP POINT #3005 AP \ \ 50.0 R43.00 \\ i STA A 162+94, 53.0 RT P1C'' \ STA A 163+47, 77.1 RT� CITY OF EDMONDS '(' PT \ \ \\ POINT #23 \ \ (SNOHOMISH COUNTY) \ \ \ \ 25.2 \\ \ 34.8�\ MILLER'S RENT ALL \ MILLERS RENT ALL \ \ ' PARK BALLINGER APARTMENT \\ \ \ \ \ \ \ ENGINEERING MANAGER PROJECT ENGINEER DESIGNED BY: G. JOYCE DATE DRAWN BY: V.KALYANAM DATE CHECKED BY: L. REID DATE ISSUE DATE: 03/30/22 JOB No.: 0775.01 DRAWING FILE No.: 0775.01 AL-02 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED 1 S CJ ALLIANCE CONSULTING SERVICES 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 P:206.739.5454 F:360.352.1509 WWW.SCJALLIANCE.COM 166+00 N27` 00' 50"E 10676.38' 50.0 167+00 168+00 POINT #24 50.0 1_ \\76 STATION \� MATTHEWON \ \ ROBERT SAL \ GRACE CHURCH \ \ 4F EL)) -41O CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 I 169+00 GENERALNOTES UNLESS OTHERWISE NOTED: I. SEE NOTES ON AL-01 (5 OF 242) SEE VERTICAL AND HORIZONTAL DATUM AND BASIS OF BEARING ON AL-01 2. TH I S MONUMENT WAS M I SSED I N THE SURVEY BUT EXISTS. CONTRACTOR TO SURVEY PRIOR TO WORK IN THIS AREA AND PROVIDE ELEVATION AND COORDINATES TO ENGINEER. LEGEND: TEMPORARY CONSTRUCTION EASEMENT ACQUIRED RIGHT OF WAY 0 SURVEY CONTROL POINT O MONUMENT - - CITY LIMIT -- SECTION LINE RIGHT OF WAY - - - - - - PROPERTY LINE LIMITED ACCESS LINE O Ln Q00 Q o c Q rn p rn 3: w uJ Z uj J Cf) U Q 1 ALLIANCE CONTROL POINTS POINT # NORTHING EASTING ELEVATION CODE DESCRIPTION 23 292613.43 1270922.90 357.26 MAG SET MAG NAIL WITH WASHER 24 292988.40 1271067.63 350.31 MAG SET MAG NAIL WITH WASHER 3005 292466.42 1270800.65 365.75 MLT SET LEAD WITH TACK ALINE - CURVE DATA CURVE P.C. STATION P.I. STATION P.T. STATION DELTA RADIUS TANGENT LENGTH Cl 100+00.13 101+28.81 102+41.63 4'36'45" 2999.85 120.81 241.50 C2 106+13.58 111+83.03 117+16.62 35'06'45" 1799.91 569.45 1103.04 C3 122+01.10 122+62.38 123+23.62 3'54'00" 1799.91 61.28 122.52 SR 99 43.51 TO 45.87 I DRAWING No.: EDMONDS HIGHWAY SR 99 GATEWAY -REVITALIZATION STAGE 2 PROJECT SNOHOMISH COUNTY ALIGNMENT & ROW PLANS MARCH 2O22 N CD L 0 0 U 0 0 r_ En 06 0 E W 0 U 3 a J C W 0 0 c 0 r a N 0 T NN� 1.6 i a 0 d E c a� t U R I G AL-07 SHEET No.: 11 OF 242 Packet Pg. 121 0 N O z Q J d H Z W z c� J W J W 0 Q U H z Of Z W C) U Z Q W Of Ld LLJ 0 0 Q i U 0 Of a z a H Q N J Of r F_ CD r 0 z 0 �LLJ 0 T O Ln Y I- 6 2 O 0cn Z 0 �o W �W 0 ro H O U (D Ln C) N N � O U N W 0 0 a � z 0 40 80 SCALE IN FEET 0 0 CO CO Q Q O ~ J U) ��< 0-3V cn o Lu w _Z W J C/) U II- Q m ki 187+00 50.0 N27° 00' 50"E 10676.38' LYNNWOOD HONDA 188+00 189+00 \ HARBOR FREIGHT TRAVELLER'S INN \\ \ 190+00 SECTION 29T 27N. RAE. W.M. -------------- SHELL \ \ 191 +00 35.6 \ 34.4 \ 192+00 SR 99 (A -LINE) POINT #36-/ POINT #31 BOILING POINT OLYMPIC SPINE AND SPORT � I ' � I I \ I I \ I I ` I I \ I \ I I \\ I I FAMILY FUN CENTER i \ I CITY OF EDMONDS (SNOHOMISH COUNTY) POINT #37 WINCO FOODS \ \ \ \ \ \ STARBUCKS \\ \ \ \ 193+00 194+00 \ POINT #33 \ o� y \ ' A 195+00 GENERAL NOTES UNLESS OTHERWISE NOTED: I. SEE NOTES ON AL-01 (5 OF 242) SEE VERTICAL AND HORIZONTAL DATUM AND BASIS OF BEARING ON AL-01 2. TH I S MONUMENT WAS M I SSED I N THE SURVEY BUT EXISTS. CONTRACTOR TO SURVEY PRIOR TO WORK IN THIS AREA AND PROVIDE ELEVATION AND COORDINATES TO ENGINEER. LEGEND: TEMPORARY CONSTRUCTION EASEMENT ACQUIRED RIGHT OF WAY 0 SURVEY CONTROL POINT O+ MONUMENT CITY LIMIT -- SECTION LINE RIGHT OF WAY - - - - - - PROPERTY LINE LIMITED ACCESS LINE CITY OF EDMONDS (SNOHOMISH COUNTY) i i i r' I / � I o O ti rn 50.0 Q Q� 196+00 197 c j Q VJ 50.0 SNOHOMISH COUNTY z Lu J \ Q CITY OF MONTLAKE TERRACE \\ (SNOHOMISH COUNTY) \\ RED DRAGON CASINO r \ � 35.8 \ CITY OF MONTLAKE TERRACE (SNOHOMISH COUNTY) ALLIANCE CONTROL POINTS POINT # NORTHING EASTING ELEVATION CODE DESCRIPTION 31 294954.61 1272068.73 354.27 MAG SET MAG NAIL WITH WASHER 33 295344.59 1272270.28 351.68 MAG SET MAG NAIL WITH WASHER 36 295260.33 1272176.35 352.36 1 MBD FOUND BRASS DISK 37 295299.05 1272102.65 354.18 1 MAG SET MAG NAIL WITH WASHER A LINE - CURVE DATA CURVE P.C. STATION P.I. STATION P.T. STATION DELTA RADIUS TANGENT LENGTH Cl 100+00.13 101+28.81 102+41.63 4'36'45" 2999.85 120.81 241.50 C2 106+13.58 111+83.03 117+16.62 35'06'45" 1799.91 569.45 1103.04 C3 122+01.10 122+62.38 123+23.62 3'54'00" 1799.91 61.28 122.52 REVISIONS DATE BY A��KUV�L� �Y DESIGNED BY: G. JOYCE ISSUE DATE: 03/30/22 %5 N M. RF ) of WAStiI �� 1 � RF 34838 �� FS•S GrsrEP IONA L ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED � S C.J ALLIANCE CONSULTING SERVICES 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 P: 206.739.5454 F: 360.352.1509 WWW.SCJALLIANCE.COM aF E D-41� �� [, f 'aC. 1 $� CALL 2 DAYS BEFORE YOU D I G 1-800-424-5555 SR 99 43.51 TO45.87 EDMONDS HIGHWAY SR 99 GATEWAY -REVITALIZATION STAGE 2 PROJECT SNOHOMISH COUNTY MARCH 2O22 DRAWING No.: AL-10 ENGINEERING MANAGER DATE DRAWN BY: V. KALYANAM JOB No.: 0775.01 SHEET No.: 14 OF 242 PROJECT MANAGER DATE CHECKED BY: L. REID DRAWING FILE No.: 0775.01 AL-02 ALIGNMENT &ROW PLANS PROJECT ENGINEER DATE N CD Cn 0 0 U t E 0 t 0 c En 06 0 W 0 U 0 t 3 Q J C W 0 Lm 0 C r a N 0 NN0 1.6 a 0 U Q C d t U m I Packet Pg. 122 2.13.a 0 CD O I a / z ¢ a z w Z J / W J L� U H Z Of Z W C) U Ld LLJ Z Ld z 0 0 U U Of z a H N H Of r ¢ F_ CD r 0 z 0 �LLj T p C Ln Y I- I- C O 7 / cn 00 Z 0 �o w �u- cD- M U Ln C) i N N � p U N W 0 0 o/ �Z 0 40 80 SCALE IN FEET REVISIONS DATE O 0 ti Qo Q� C0 J Q rn 0 U)o L u LL1 z� J U Q fi7 SECTION 2911T. 27N. RAE. W.M. I \ \ I \ \ I \ \ I \ \ I \ \ I \ ` I \ ` I \ \ I \ \ I � \ I � ` I `\ ` SWEDISH RADIAL IMAGING CENTER DICK'S DRIVE-IN i `\ DICK'S DRIVE -IN ------------------- \ ` SWEDISH MEDICAL CENTER \ \ \ / / / / / ` CITY OF EDMONDS / SWEDISH MEDICAL CENTER \ (SNOHOMISH COUNTY / / \ 50.0 00 198+00 SR 99 (A -LINE) 199+00 200+00 201+00 50.0 - - I- -� N27° 00' 50" E 202+00 203+00 204+00 205+00 10676.38 F- - 50.0 SNOHOMISH COUNTY POINT #35 POINT #38 50.0 I CESCO MEDICAL SUPPLY'CITY OF MONTLAKE TERRACE,,.,,.."i i i VACANT I JEFF'S AUTO \I I I I SUPPLY I `\ (SNOHOMISH COUNTY) /' I iCITY OF MONTLAKE TERRAC '(SNOHOMISH COUNTY) \ _____- - - - - - - - - - - - - I \ \ I \ \ \ I\ \ I \ I \ \ \ ENGINEERING MANAGER 19 PROJECT ENGINEER DESIGNED BY: G. JOYCE DATE DRAWN BY: V.KALYANAM DATE CHECKED BY: L. REID DATE CITY OF EDMONDS -- I (SNOHOMISH COUNTY) \ \ \ ISSUE DATE: 03/30/22 JOB No.: 0775.01 DRAWING FILE No.: 0775.01 AL-01 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED 1 S CJ ALLIANCE CONSULTING SERVICES 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 P:206.739.5454 F:360.352.1509 WWW.SCJALLIANCE.COM ,1n 1 g9" R 1 CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 GENERAL NOTES UNLESS OTHERWISE NOTED: I. SEE NOTES ON AL-01 (5 OF 242) SEE VERTICAL AND HORIZONTAL DATUM AND BASIS OF BEARING ON AL-01 2. TH I S MONUMENT WAS M I SSED I N THE SURVEY BUT EXISTS. CONTRACTOR TO SURVEY PRIOR TO WORK IN THIS AREA AND PROVIDE ELEVATION AND COORDINATES TO ENGINEER. LEGEND: TEMPORARY CONSTRUCTION EASEMENT ACQUIRED RIGHT OF WAY SURVEY CONTROL POINT O+ MONUMENT CITY LIMIT -- SECTION LINE RIGHT OF WAY - - - - - - PROPERTY LINE A97"""f�#I/ LIMITED ACCESS LINE O L0 0 N Q N Q U) J Q 0 C/) o Lu LLI Z Cw J H CQ G CITY OF LYNNWOOD (SNOHOMISH COUNTY) 1 ALLIANCE CONTROL POINTS POINT # NORTHING EASTING ELEVATION CODE DESCRIPTION 35 295857.87 1272529.90 347.39 MAG SET MAG NAIL WITH WASHER 38 296216.60 1272712.49 340.57 MAG SET MAG NAIL WITH WASHER A LINE - CURVE DATA CURVE P.C. STATION P.I. STATION P.T. STATION DELTA RADIUS TANGENT LENGTH Cl 100+00.13 101+28.81 102+41.63 4'36'45" 2999.85 120.81 241.50 C2 106+13.58 111+83.03 117+16.62 35'06'45" 1799.91 569.45 1103.04 C3 122+01.10 122+62.38 j 123+23.62 3'54'00" 1799.91 j 61.28 j 122.52 SR 99 43.51 TO 45.87 1 DRAWING No.: EDMONDS HIGHWAY SR 99 GATEWAY -REVITALIZATION STAGE 2 PROJECT SNOHOMISH COUNTY ALIGNMENT & ROW PLANS MARCH 2O22 N CD Cn 0 0 U 0 0 C En 06 0 E w 0 U 3 a J C w 0 _Lm 0 0 a N C 0 T NN� 1.6 a 0 U d N c aD E t to a C a� U R I AL-11 SHEET No.: 15 OF 242 Packet Pg. 123 2.13.a 0 C- 0 J i cn z J d H Z W CD J / L" W _J W ¢ U H Z H Z W C) U Z 0 Of Ld Z 0 0 U W CD U Of CD Cn 0 H N r ¢ Cn r Qc7 G 0 40 80 SCALE IN FEET / / / / / / / \ \ \ 29 CITY OF EDMONDS (SNOHOMISH COUNTY) REVISIONS / / / / \ \ \ COMMUNITY DONATION CENTER VALUE VILLAGE C 0.1 \ SECTION 29T 27N. RAE. W.M. / / \ell' / / / / CANOPY WORLD\\ / MCDONALDS / SEAWEED CBD \ SE \ \ SWEET SHOTS `\ CITY OF EDMONDS (SNOHOMISH COUNTY) PARKING GARAGE 215+00 214+00 213+00 211+00 212+00 N27* 00 5011E POINT #41 210+00 10676.38' 50.0 209+00 208+00 POINT #42 207+00 206+00 SR 99 (A -LINE) 50.0 1_ CITY OF LYNNWOOD (SNOHOMISH COUNTY) POINT #39_% LYNNWOOD AUTO CENTER DATE I BY ENGINEERING MANAGER PROJECT ENGINEER DESIGNED BY G. JOYCE DATE DRAWN BY: V.KALYANAM DATE DATE CHECKED BY: L. REID ISSUE DATE: 03/30/22 JOB No.: 0775.01 DRAWING FILE No.: 0775.01 AL-01 \ \ \ ACURA OF LYNNWOOD \ ACURA OF LYNNWOOD \\ \ \ \ \ / / / / / / / / / / / / / / / ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED S CJ ALLIANCE CONSULTING SERVICES 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 P:206.739.5454 F:360.352.1509 WWW.SCJALLIANCE.COM 50.0 GENERAL NOTES UNLESS OTHERWISE NOTED: I. SEE NOTES ON AL-01 (5 OF 242) SEE VERTICAL AND HORIZONTAL DATUM AND BASIS OF BEARING ON AL-01 2. TH I S MONUMENT WAS M I SSED I N THE SURVEY BUT EXISTS. CONTRACTOR TO SURVEY PRIOR TO WORK IN THIS AREA AND PROVIDE ELEVATION AND COORDINATES TO ENGINEER. LEGEND: TEMPORARY CONSTRUCTION EASEMENT ACQUIRED RIGHT OF WAY SURVEY CONTROL POINT O+ MONUMENT CITY LIMIT -- SECTION LINE RIGHT OF WAY - - - - - - PROPERTY LINE "�4 LIMITED ACCESS LINE / / / / / / / ++ C0 CV M IC/) Q 6� C w W Z W v) U Q5 CAR MAX CITY OF LYNNWOOD (SNOHOMISH COUNTY) OV EL)-41O CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 I 1 ALLIANCE CONTROL POINTS POINT # 39 NORTHING 296529.01 EASTING 1272876.88 ELEVATION 335.74 CODE MAG DESCRIPTION SET MAG NAIL WITH WASHER 41 296563.80 1272840.78 336.11 MBD FOUND BRASS DISK 42 296962.08 1273093.02 349.81 MAG SET MAG NAIL WITH WASHER A LINE - CURVE DATA CURVE P.C. STATION P.I. STATION P.T. STATION DELTA RADIUS TANGENT LENGTH Cl 100+00.13 101+28.81 102+41.63 4'36'45" 2999.85 120.81 241.50 C2 106+13.58 111+83.03 117+16.62 35'06'45" 1799.91 569.45 1103.04 C3 122+01.10 122+62.38 123+23.62 3'54'00" 1799.91 61.28 122.52 SR 99 43.51 TO 45.87 I DRAWING No.: EDMONDS HIGHWAY SR 99 GATEWAY -REVITALIZATION STAGE 2 PROJECT SNOHOMISH COUNTY ALIGNMENT & ROW PLANS MARCH 2O22 N CD 0 0 U 0 0 06 0 W 0 _>4 U 3 a J C W 0 Lm 0 c 0 a a N O N NN� 1.6 Q C 3 0 U d N r a a� t U R AL-12 SHEET No.: 16 OF 242 Packet Pg. 124 CD N O Lri C) cn z Q Z Q w 0 Q U H Z Of z W C) U I Z Q 0 Of Ld Z 0 0 Q u U 0 Z O Q N J Of w 01 CD CD V) 0 z 0 En ow T O oLn �0 11 ocn >o z w 0 20 40 SCALE IN FEET ISLAND#5, SEE PROFILE DATA ON DWG PR-05 (SHEET NO. 98) SECTION 3111T. 27N. RAE. W.M. CHC COMMUNITY HEALTH ` STA A 147+22, 4.3 LT PT STA A 147+21, 3.3 LT PC BEGIN LOW PROFILE BARRIER CURB STA A 147+15, 3.3 LT] I STA A 147+00, 48.9 LT BEGIN CEMENT CONCRETE SIDEWALK STA A 147+00, 42.0 LT BEGIN CURB AND GUTTER Im�i1�i:! ;1 STA A 147+14, 4.3 LT 'J PC O O LOW PROFILE BARRIER CURB Ln EXISTING COMMUNITY HEALTH CENTER SIGN STA A 147+54, 51.9 LT END CEMENT `o CONCRETE SIDEWALK 6s S71 • END ..I \ KAMAN AUCTIONS \ \ \ \ \ \ - ISLAND#6, SEE PROFILE DATA ON `\ DWG PR-06 (SHEET NO. 99) \ LES SCHWAB `\ STA A 148+36, 4.3 LT ` END LOW PROFILE BARRIER CURB \ \ BEGIN TRANSITION 19, TYPE A \ \ STA A 148+48, 4.3 LT \\ END TRANSITION 19 \ BEGIN CCTC \ \ STA A 148+54, 5.8 LT \\ BEGIN PCDFSMC STA A 148+54, 3.6 LT ` STA A 148+90, 5.8 LT CENTER 1'R `\ END CCTC END PCDFSMC \ o A -LINE (SR99) > ------ ------------------------ rn Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - TA A 147+1 4.7 RT ----------------- - -- - - - - - - - - - — - - -------------------- cnR�: w -I Z uj 1 PC 1 1 J w U C/) LOW POINTS OF EXISTING FINISHED GRADE SURFACE STA A 147+15,13.6 RTPT j — — — — — — — — — — ---- -- ----- 1 END OW PROFILE BARRIHIR CURB GENERAL NOTES UNLESS OTHERWISE NOTED: 1. SEE NOTES ON DWG PVN-01, SHEET NO. 57 2. SEE DETAILS 2 TO 4 ON DWG PVD-02 TO PVD-04, SHEET NO. 85 TO 87 FOR CURB TRANSITION DETAILS BY TRANSITION TYPE. CONSTRUCTION NOTES: OHMA PAVING LIMITS TO MATCH SAWCUT LIMITS, SEE SITE PREPARATION PLANS, SHEET NO. 20 TO SHEET NO. 45 O2 SEE CURB RAMP AND ISLAND PLANS, SHEET NO. 109 TO SHEET NO. 114 O3 SEE DETAILS 2, 3 & 4 ON DWG PVD-02, PVD-03 AND PVD-04 FOR CURB TRANSITION DETAILS, SHEET NO. 85, 86 AND 87. j — — — — I HMA PAVING LIMIT, SEE COE STD — — — — j DETAIL GU-410 PCDFSMC, SEE WSDOT STD PLAN F-10.64-03 CCTC, SEE WSDOT STD PLAN F-10.12-04 LOW PROFILE BARRIER CURB, SEE DETAIL ON PVD-01, SHEET NO. 84 TRAFFIC CURB AND GUTTER, SEE COE STD DETAIL TR-520, MATCH EX. GUTTER PAN WIDTH • CONCRETE HARDSCAPING, SEE DETAILS, ON PVD-05, SHEET NO. 88 CEMENT CONCRETE SIDEWALK, SEE COE STD DETAIL TR-531 BARRIER TRANSITION SECTION, SEE GENERAL NOTE 2 1 1 � 1 1 1 sa 1 --------------- �Ei ----------------------------------1 STA A 148+36, 4.7 RT .11111 END LOW PROFILE BARRIER CURB TRAFFIC CURB & GUTTER ------ -------------- BEGIN TRANSITION 20, TYPE A AND SIDEWALK AND STA A 148+48, 4.7 RT PAVEMENT RESTORATION � _ , END TRANSITION 20 INCIDENTAL TO STA A 147+21, 3.7- RT- _ \ � BEGIN CCTC IRRIGATION CROSSING, PC - STA A 147+22, 4.7 RT STATIONS TO BE LOW PROFILE BARRIER CURB PT SEE WIDE MEDIAN DETAIL #2 ON DWG DETERMINED BY N0. PVD-06, SHEET N0. 89 CONTRACTOR PACIFIC PARK APARTMENT HOMES STA A 148+95, 6.2 RT BEGIN PCDFSMC 0 O LO 0 Ln A -LINE SR99 150+0o N270 00' 50.41 "E i U) rn� Lu o �0. \ \ `\ VI KI N GS AUTO SALES z_w J Lu = co Q REVISIONS DATE BY A��KUV�L� �Y DESIGNED BY: G. JOYCE ISSUE DATE: 03/30/22 S N M RF ��oF WASy12o �� c� � (Z OfUNLESS 411 RF 34838 �� FS•S GISTE� �� IDNAL srso ALL DIMENSIONS SHOWN IN FEET OTHERWISE DESIGNATED � �� S CJ l :LLIAN C E CONSULTING SERVICES 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 P. 20WWW SCJALL ANCOE.COM 509 Q F E D � All C� �, ' Inc. 1 $9� CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 SR 99 43.51 TO45.87 EDMONDS HIGHWAY SR 99 GATEWAY -REVITALIZATION STAGE 2 PROJECT SNOHOMISH COUNTY MARCH 2O22 DRAWING No.: PV-10 ENGINEERING MANAGER DATE DRAWN BY: V. KALYANAM JOB No.: 0775.01 SHEET No.: 67 OF 242 PROJECT MANAGER DATE CHECKED BY: L. REID DRAWING FILE No.: 0775.01 PV-02 E: ROADWAY & PAVING PLANS PROJECT ENGINEER DATE N CD Cn 0 0 U t E 0 0 C En 06 0 E W 0 U a J W 0 0 C 0 a.. a N 0 N a r 0 U d E a E U 2 Packet Pg. 125 CD 0 N 0 0 Ti cn z Q J d CD Q uj w J Q U H Z Of Z W U Z Q 0 Of Ld Z 0 0 Q u U w 0 Z 0 Q N H Of w CD CD V) 0 z 0 En ow T � oLn �0 ocn >o Z w U- E� a} CD� N U �Lr) �C) N � N � O U N W 0 0 a � z 0 20 40 SCALE IN FEET (GENERAL NOTES UNLESS OTHERWISE NOTED: 1. SEE NOTES ON DWG PVN-01, SHEET NO. 57 2. SEE DETAILS 2 TO 4 ON DWG PVD-02 TO PVD-04, SHEET NO. 85 TO 87 FOR CURB TRANSITION DETAILS BY TRANSITION TYPE. CONSTRUCTION NOTES: �J HMA PAVING LIMITS TO MATCH SAWCUT LIMITS, SEE SITE PREPARATION PLANS, SHEET NO. 20 TO SHEET NO. 45 O2 SEE CURB RAMP AND ISLAND PLANS, SHEET NO. 109 TO SHEET NO. 114 O SEE DETAILS 2, 3 & 4 ON DWG PVD-02, PVD-03 AND PVD-04 FOR CURB TRANSITION DETAILS, SHEET NO. 85, 86 AND 87. j - - - - I HMA PAVING LIMIT, SEE COE STD - - - - j DETAIL GU-410 PCDFSMC, SEE WSDOT STD PLAN F-10.64-03 CCTC, SEE WSDOT STD PLAN F-10.12-04 LOW PROFILE BARRIER CURB, SEE DETAIL ON PVD-01, SHEET NO. 84 TRAFFIC CURB AND GUTTER, SEE COE STD DETAIL TR-520, MATCH EX. GUTTER PAN WIDTH • CONCRETE HARDSCAPING, SEE DETAILS, ON PVD-05, SHEET NO. 88 CEMENT CONCRETE SIDEWALK, SEE COE STD DETAIL TR-531 BARRIER TRANSITION SECTION, SEE GENERAL NOTE 2 SECTION 3111T. 27N. RAE. W.M. \ \ \ \ STA A 150+51, 2.7 RT BEGIN TAPER KAMAN AUCTIONS ` `CJN MINIATURES & MORE \� \ STA A 150+69, 1.8 LT \ \ END TRANSITION 21 ` BEGIN LOW PROFILE BARRIER CURB ` ` �� HIGH POINT OF EXISTING FINISHED \� STA A 150+73, 2.8 LT \ GRADE \ PC \ - - END TAPER cs� 0 4:1 TA TA A 150+85, 4.3 LT T — — PUBLIC STORAGE STA A 153+89, 4.3 LT END TRANSITION 23 BEGIN CCTC STA A 153+77, 4.3 LT END LOW PROFILE BARRIER CURB BEGIN TRANSITION 23, TYPE A — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —---------------------------------�-----1------------------------------ ------------------ 1 r-- 1 A -LINE (SR99) =_ST�A1�0+a4.7RT 1 — --- EN-D- TRANSITION 22 1 BEGIN LOW-PRCONCRETE BARRIER 1 1 �o� 1 1 1 1 STA A 150+57, 1.2 1 RT END CCTC BEGIN TRANSITION 21, TYPE B -STA A 150+57, 4.7 RT END CCTC TRAFFIC CURB & GUTTER AND 7 BEGIN TRANSITION 22, TYPE B SIDEWALK AND PAVEMENT ISLAND#7, SEE PROFILE DATA ON RESTORATION INCIDENTAL TO DWG PR-07 (SHEET NO. 100) IRRIGATION CROSSING, STATIONS TO BE DETERMINED BY CONTRACTOR STA A 150+50, 3.8 RT CENTER 1'R BEGIN CCTC STA A 150+50, 6.2 RT END PCDFSMC S S MOTORS STA A 153+61, 4.7 RTJ I PC I 4 1 TAP R o� STA A 153+96, 5.8 LT BEGIN PCDFSMC STA A 153+96, 3.4 LT CENTER 1'R END CCTC IQ LSTA A 153+95, 2.3 LT END TAPER STA A 153+89, 0.8 LT END TRANSITION 24 BEGIN CCTC STA A 153+77, 2.2 RT END LOW PROFILE BARRIER CURB BEGIN TRANSITION 24, TYPE A STA A 153+73, 3.2 RT PT BEGIN TAPER O'REILLY AUTO PARTS REVISIONS DATE BY A��KUV�L� �Y DESIGNED BY: G. JOYCE ISSUE DATE: 03130122 oWASy12 c� Iz � � � � R4` F 34838 FS•S GISTE� �� ZONAL srso ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED � � � � S CJ ALLIANCE CONSULTING SERVICES 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 P. 20WWW SCJALL ANCOE.COM 509 QF E D All � C� ' IBC. 1 $9� CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 SR 99 43.51 TO45.87 EDMONDS HIGHWAY SR 99 GATEWAY -REVITALIZATION STAGE 2 PROJECT SNOHOMISH COUNTY MARCH 2O22 DRAWING No.: PV-11�� ENGINEERING MANAGER DATE DRAWN BY: V. KALYANAM JOB No.: 0775.01 SHEET No.: 68 OF 242 PROJECT MANAGER DATE CHECKED BY: L. REID DRAWING FILE No.: 0775.01 PV-02 E: ROADWAY & PAVING PLANS PROJECT ENGINEER DATE N d �1 R a� 3 Cn L CD 0 U E 0 0 C En 06 0 W 0 U aD t 3 a J_ C W 0 Lm 0 C 0 c a N 0 N a r 0 r a U 2 Packet Pg. 126 CD N O Lri C) Z Q Z Q w J 0 Q U Z Of z W U I Z Q Of Ld z 0 0 Q u U LLJ Z O Q N J OfLLj V) 0 z 0 En ow T O oLn �0 ocn >o z w u- E� Q_ 0� � U i N N O U N W C 0 � z 0 20 40 SCALE IN FEET ` SECTION 3111T. 27N. RAE. W.M. STA A 155+64, 71.6 PC \ �� C - STA A 155+65, 71.8 LT PT \ -� STA A 155+63, 52.7 LT cry STA A 155+74, 52.2 LT BEGIN CCTC END CCTC STA A 155+78, 44.4 LT \loll\ END CCTC \\ STA A 155+41, 78.6 LT v' END CURB AND GUTTER �vJ', ` STA A 155+77, 42.2 LT SEE WIDE MEDIAN DETAIL #2 ON DWG \ \ PC NO. PVD-06, SHEET NO. 89 SEA AUTO \ STA A 155+36, 78.3 LT \ STA A 155+95, 4.3 LT \ END CEMENT y END CCTC STA A 156+27, 49.1 LT \\ CONCRETE SIDEWALK h BEGIN TRANSITION 25, TYPE B END CEMENT \ 'UBLIC STORAGE � STA A 156+02 49.1 LT CONCRETE SIDEWALK \ \ \ � ;'� BEGIN CURB AND GUTTER \ oa ,moo \ STA A 156+27, 41.7 LT \ END CURB AND GUTTER SR99 MP 44.47 \ A LINE, STA 156+01.82 �" STA A 156+07, 4.3 LT ISLAND#8, SEE PROFILE DATA ON \ H LINE, STA 13+00.00 - " � R72. � � ,; ""� END TRANSITION 25 \ STA A 156+07, 4.7 RT DWG PR-08 (SHEET NO. 101) STA A 155+15, 50.8 LT \ "" ;; • � \ 2 BEGIN LOW PROFILE BARRIER CURB END TRANSITION 26 \ BEGIN CEMENT-------- ��, BEGIN LOW PROFILE BARRIER CURB \ --CONCRETE SIDEWkK-.; ��: `•,'' �;� \ LO STA A 155+f7, 45.0 LT \� // ��`�� \� 6' o + BEGIN CURB AND\,GUTTER STA \A,44.1 LT 2 o BEGIN CCTC — — — — — — — — — — 1 \ � � c0 Q \ ' Q M Q STA A 155+48, 5.8 LT STA A 12, 42.2 LT Q END PCDFSMC PT ' CJ� !!Z��''''�� — — — — — .— — — _ _ ,T _ _ _ _ _ — `- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — `T _ _ _ _ _ _ — — _ _ _ — _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 6) v C/) o �- N 27° 00' 50.41 "E c/) o LU w A -LINE SR99 I _UJI Z — -_-- ----------------�t�----�T�---------_��T��1—_--—__-----------�--------T�—�—��—___--------uj --------------��------------- -----UJ — STA A \155+9� 4.7 RT 1 STA A 156+37, 42.8 RT 1 _ U STA A 155+53, 6.2 RT-----STA A 155+89, 4.0 RT 7� END CC C P� BEGIN;' PCDFSMC 1 1 CENTER 1 R BEGIN TR NSITION 26, TYPE B T BEGIN CCTC STA A 156+49,;'' 42.8 RT STA A 156+90, 44.7 RT 1 1 Q P-C—-ENDCURBANDGUTT— 1 1 —--'—----- — — 1' w w �,� GENERAL NOTES , s -__ _ R15 d s ww Fq UNLESS OTHERWISE NOTED: i 1 1. SEE NOTES ON DWG PVN-01, SHEET NO. 57 2. SEE DETAILS 2 TO 4 ON DWG PVD-02 TO PVD-04, SHEET NO. 85 TO 87 FOR CURB TRANSITION DETAILS BY TRANSITION TYPE. CONSTRUCTION NOTES: OHMA PAVING LIMITS TO MATCH SAWCUT LIMITS, SEE SITE PREPARATION PLANS, SHEET NO. 20 TO SHEET NO. 45 O2 SEE CURB RAMP AND ISLAND PLANS, SHEET NO. 109 TO SHEET NO. 114 O3 SEE DETAILS 2, 3 & 4 ON DWG PVD-02, PVD-03 AND PVD-04 FOR CURB TRANSITION DETAILS, SHEET NO. 85, 86 AND 87. i r�rire - - - - - I HMA PAVING LIMIT, SEE COE STD - - - - j DETAIL GU-410 PCDFSMC, SEE WSDOT STD PLAN F-10.64-03 CCTC, SEE WSDOT STD PLAN F-10.12-04 LOW PROFILE BARRIER CURB, SEE DETAIL ON PVD-01, SHEET NO. 84 TRAFFIC CURB AND GUTTER, SEE COE STD DETAIL TR-520, MATCH EX. GUTTER PAN WIDTH • CONCRETE HARDSCAPING, SEE DETAILS, ON PVD-05, SHEET NO. 88 CEMENT CONCRETE SIDEWALK, SEE COE STD DETAIL TR-531 BARRIER TRANSITION SECTION, SEE GENERAL NOTE 2 I I REVISIONS I DATE I BY STA A 155+89, 6.2 RT � 1 1 END PCDFSMC 7 P \ , - �� o - �� STA A 156+93, 51.7 RT TRAFFIC CURB & GUTTER AND \ STA A 155+79, 42.4 RY, w END CEMENT SIDEWALK AND PAVEMENT \ BEGIN CURB AND GUTTER, \, ' CONCRETE SIDEWALK RESTORATION INCIDENTAL TO \ w� IRRIGATION CROSSING, STATIONS \ STA A 155+80, 49.4 RT x TO BE DETERMINED BY \ BEGIN CEMENT o \� STA A 156+50, 44.9 RT \ d'� , END CCTC CONTRACTOR \\ CONCRETE SIDEWALK O'REILLY AUTO PARTS s BRENTWOOD PLAZA \ STA A 156+04, 63.0 RTEND CEM�NT CONCRETE SIDEWALK !/ STA A 156+75, 72.5 RT \� BEGIN CEMENT STA A 156+17, 53.8 RT CONCRETE SIDEWALK END CURB AND GUTTER y � STA A 156+67, 71.3 RT STA A 156+07, 58.7 RT STA A 156+35, 44.9 RT �i- BEGIN CURB AND GUTTER END CEMENT BEGIN CCTC CONCRETE SIDEWALK STA A 156+47, 53.3 RT STA A 156+39, 52.8 RT � � \ \ END CCTC BEGIN CCTC i STA A 156+46, 66.6 RT STA A 156+45, 66.9 RT PT PC \ >> L ENGINEERING MANAGER 19 PROJECT ENGINEER DESIGNED BY: ISSUE DATE: G. JOYCE 03/30/22 P M R FI 15 OF WA Sy f�� ALL DIMENSIONS DATE DRAWN BY: JOB No.: (Z SHOWN IN FEET V. KALYANAM 0775.01 UNLESS OTHERWISE DATE �` RFGST �� I STE� DESIGNATED CHECKED BY: DRAWING FILE No.: L. REID 0775.01 PV-02 S SIDNA L 3r30/� DATE 1 1 S CJ ALLIANCE CONSULTING SERVICES 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 P:206.739.5454 F:360.352.1509 WWW.SCJALLIANCE.COM `'0c 1 S9" SR 99 43.51 TO 45.87 DRAWING No.: CALL 2 DAYS EDMONDS PV-12 R HIGHWAY SR 99 BEFORE YOU DIG GATEWAY -REVITALIZATION STAGE 2 PROJECT SHEET No.: 1-800-424-5555 SNOHOMISH COUNTY MARCH 2O22 69 OF 242 ROADWAY & PAVING PLANS N Cn L CD 0 U t 0 0 r_ En 06 0 W 0 U 3 a J W 0 Lm 0 r_ 0 a N 0 N a r 0 d t a E U 2 Packet Pg. 127 V) 0 Z 0 E� ow T � oLn ocn >o Z w 0 20 40 SCALE IN FEET / / / / / / / / / / / / \C' STA A 160+99, 4.3 LT \ END LOW PROFILE BARRIER CURB ` BEGIN TRANSITION 27, TYPE B COUNTRY FARMS \ STA A 161+11, 4.3 LT \ END TRANSITION 27 ` BEGIN CCTC \ STA A 161+11, 0.8 LT \ END TRANSITION 28 \ BEGIN CCTC \ STA A 161+18, 3.4 LT ` CENTER 1'R `\ END CCTC SLAND#8, SEE PROFILE DATA ON \ STA A 161+19, 4.8 LT DWG PR-08 (SHEET NO. 101) \\ BEGIN PCDFSMC O O \Y/ Q ' \ Cn d7 z \ O7 \ Of-----------'-------------i--- u) W W ZLu------------------------- — o T GENERAL NOTESTOLa UNLESS OTHERWISE NOTED: 1. SEE NOTES ON DWG PVN-01, SHEET NO. 57 2. SEE DETAILS 2 TO 4 ON DWG PVD-02 TO PVD-04, SHEET NO. 85 TO 87 FOR CURB TRANSITION DETAILS BY TRANSITION TYPE. CONSTRUCTION NOTES: OHMA PAVING LIMITS TO MATCH SAWCUT LIMITS, SEE SITE PREPARATION PLANS, SHEET NO. 20 TO SHEET NO. 45 O2 SEE CURB RAMP AND ISLAND PLANS, SHEET NO. 109 TO SHEET NO. 114 O SEE DETAILS 2, 3 & 4 ON DWG PVD-02, PVD-03 AND PVD-04 FOR CURB TRANSITION DETAILS, SHEET NO. 85, 86 AND 87. i rnrnir�_ j — — — — I HMA PAVING LIMIT, SEE COE STD — — — — j DETAIL GU-410 PCDFSMC, SEE WSDOT STD PLAN F-10.64-03 CCTC, SEE WSDOT STD PLAN F-10.12-04 LOW PROFILE BARRIER CURB, SEE DETAIL ON PVD-01, SHEET NO. 84 TRAFFIC CURB AND GUTTER, SEE COE STD DETAIL TR-520, MATCH EX. GUTTER PAN WIDTH • CONCRETE HARDSCAPING, SEE DETAILS, ON PVD-05, SHEET NO. 88 CEMENT CONCRETE SIDEWALK, SEE COE STD DETAIL TR-531 BARRIER TRANSITION SECTION, SEE GENERAL NOTE 2 STA A 160+83, 4.7 RT PC STA A 160+95, 3.2 RT PT BEGIN TAPER SECTION 31 & 301T. 27N. RAE. W.M. \ °f STA A 162+65, 4.8 LT END PCDFSMC] 0 DDoDD 000000��0 �� \ 0 A -LINE (SR-99) :1 TAPER Cp , 6,cr t STA A 161 +18, 2.3 LT END TAPER STA A 160+99, 2.2 RT END LOW PROFILE BARRIER CURB BEGIN TRANSITION 28, TYPE B PARK BALLINGER APARTMENTS 0 N270 OQ_50.41 E 163i 00 — 0 4 / 0 � 0 � 0 � 0 o / / / / / / / / / / / / `\ GILSON \ RRRUNS GREAT AUTO SALES \ \ STA A 164+18, 5.0 RT— BEGIN PCDFSMC \ _J \ 0 \ 0 \\ 0 r 0 o o \\ moo + A -LINE SR-99 o - , a ' r ❑ - \ DD DDDDDD DD sa 0�° \ so MILLER'S RENT ALL \ O / L0�� co Q O7 Z CY) 0 Q!� R�: C/)o WW Z_ J (n U Q REVISIONS DATE BY A��KUV�L� �Y DESIGNED BY: G. JOYCE ISSUE DATE: 03130122 S N M RF1400, oF WASy12o �� c� (Z 411 RF 34838 �� FS\ GrsrE� � SIDNA L �� srso�� ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED � � � �� S CJ ALLIANCE CONSULTING SERVICES 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 P. 20WWW SCJALL ANCOE.COM 509 QF E D � All C� ' I� c , 1 $9� CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 SR 99 43.51 TO45.87 EDMONDS HIGHWAY SR 99 GATEWAY -REVITALIZATION STAGE 2 PROJECT SNOHOMISH COUNTY MARCH 2O22 DRAWING No.: PV-13 ENGINEERING MANAGER DATE DRAWN BY: V. KALYANAM JOB No.: 0775.01 SHEET No.: TO OF 242 PROJECT MANAGER DATE CHECKED BY: L. REID DRAWING FILE No.: 0775.01 PV 03 ROADWAY & PAVING PLANS PROJECT ENGINEER DATE N CD Cn L 0 0 U t 0 t 0 ,,c^ V/ 06 0 W 0 U 3 Q J w 0 NN_Lm 66 0 c 0 a N 0 N a r 0 U r a E U 2 Packet Pg. 128 l� \ —---------- y tl� 0 20 40 \ SCALE IN FEET \ I \ I •• Cn 0- rn Z O 0 ry Cn W W Lu J Cj) CQ G v vv vv � 0 0 ----------------- o ❑ ED - o - o 0 O ------------------------- �o 193+00 END PCDFSMC BOILING POINT / / / / / / / / / / / / SECTION 2911T. 27N. RAE. W.M. - — — — — — — — \ \ \ STARBUCKS \\ \ STA A 193+69, 4.8 RT \ BEGIN PCDFSMC \ ---------------------------------- o k GENERAL NOTES UNLESS OTHERWISE NOTED: 1. SEE NOTES ON DWG PVN-01, SHEET N0. 57 2. SEE DETAILS 2 TO 4 ON DWG PVD-02 TO PVD-04, SHEET N0. 85 TO 87 FOR CURB TRANSITION DETAILS BY TRANSITION TYPE. CONSTRUCTION NOTES: Oj HMA PAVING LIMITS TO MATCH SAWCUT LIMITS, SEE SITE PREPARATION PLANS, SHEET N0. 20 TO SHEET N0. 45 O2 SEE CURB RAMP AND ISLAND PLANS, SHEET N0. 109 TO SHEET N0. 114 O3 SEE DETAILS 2, 3 & 4 ON DWG PVD-02, PVD-03 AND PVD-04 FOR CURB TRANSITION DETAILS, SHEET N0. 85, 86 AND 87. N270 00' 50.411 -ITI)+uu A -LINE SR-99 / I / I / I I I I RED DRAGON CASINO 196+0 I HMA PAVING LIMIT, SEE COE STD — — — — DETAIL GU-410 PCDFSMC, SEE WSDOT STD PLAN F-10.64-03 CCTC, SEE WSDOT STD PLAN F-10.12-04 LOW PROFILE BARRIER CURB, SEE DETAIL ON PVD-01, SHEET NO. 84 TRAFFIC CURB AND GUTTER, SEE COE STD DETAIL TR-520, MATCH EX. GUTTER PAN WIDTH • CONCRETE HARDSCAPING, SEE DETAILS, ON PVD-05, SHEET NO. 88 CEMENT CONCRETE SIDEWALK, SEE COE STD DETAIL TR-531 BARRIER TRANSITION SECTION, SEE GENERAL NOTE 2 t G I ,L- O O O 197 Q O CV ' Q � ------ C/) W Ui Q W Z_ W U \ \ \ \ \ \ \ \ 1 REVISIONS DATE BY A��KUV�L� �Y DESIGNED BY: G. JOYCE ISSUE DATE: 03130122 oWASy1 c� (Z ' 411 RF 34838 � �� FSS GISTE� �� IDNAL srso ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED � � �� C E S CJ ALLIANCE CONSULTING SERVICES 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 P. 20WWW SCJALL ANCOE.COM 509 Q F E D � All C� �, loc. 1 $9� CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 SR 99 43.51 TO45.87 EDMONDS�� HIGHWAY SR 99 GATEWAY -REVITALIZATION STAGE 2 PROJECT SNOHOMISH COUNTY MARCH 2O22 DRAWING No.: PV-19 ENGINEERING MANAGER DATE DRAWN BY: V. KALYANAM JOB No.: 0775.01 SHEET No.: 76 OF 242 PROJECT MANAGER DATE CHECKED BY: L. REID DRAWING FILE No.: 0775.01 PV-04 ROADWAY & PAVING PLANS PROJECT ENGINEER DATE N d �1 R CD Cn 2 L 0 0 U t E 0 0 c 06 c 0 E w 0 U a� t t 3 Q J_ c w 0 t Lm 0 c 0 a c m a N C 0 2 Q •.fir C 0 U d N a d E t U R I G Packet Pg. 129 SECTION 2911T. 27N. RAE. W.M. 2.13.a V) 0 Z 0 E� ow T O oLn ocn >o Z w 0 20 40 SCALE IN FEET GENERAL NOTES UNLESS OTHERWISE NOTED: 1. SEE NOTES ON DWG PVN-01, SHEET NO. 57 2. SEE DETAILS 2 TO 4 ON DWG PVD-02 TO PVD-04, SHEET NO. 85 TO 87 FOR CURB TRANSITION DETAILS BY TRANSITION TYPE. CONSTRUCTION NOTES: �J HMA PAVING LIMITS TO MATCH SAWCUT LIMITS, SEE SITE PREPARATION PLANS, SHEET NO. 20 TO SHEET NO. 45 (DSEE CURB RAMP AND ISLAND PLANS, SHEET NO. 109 TO SHEET NO. 114 O SEE DETAILS 2, 3 & 4 ON DWG PVD-02, PVD-03 AND PVD-04 FOR CURB TRANSITION DETAILS, SHEET NO. 85, 86 AND 87. 1 FrFNn- j — — — — I HMA PAVING LIMIT, SEE COE STD — — — — j DETAIL GU-410 PCDFSMC, SEE WSDOT STD PLAN F-10.64-03 CCTC, SEE WSDOT STD PLAN F-10.12-04 LOW PROFILE BARRIER CURB, SEE DETAIL ON PVD-01, SHEET NO. 84 TRAFFIC CURB AND GUTTER, SEE COE STD DETAIL TR-520, MATCH EX. GUTTER PAN WIDTH • CONCRETE HARDSCAPING, SEE DETAILS, ON PVD-05, SHEET NO. 88 CEMENT CONCRETE SIDEWALK, SEE COE STD DETAIL TR-531 REVISIONS BARRIER TRANSITION SECTION, SEE GENERAL NOTE 2 DATE I BY 01 I I I / / DICK'S DRIVE-IN MEUIUAL SUNNLY DESIGNED BY G. JOYCE ISSUE DATE: 03/30/22 ENGINEERING MANAGER DATE DRAWN BY: JOB No.: V. KALYANAM 0775.01 PROJECT MANAGER DATE PROJECT ENGINEER DATE CHECKED BY: I DRAWING FILE No.: L. REID 0775.01 PV-04 P M R FI X0 WASy e J i t t cu 411 34838 FS �FGISTE�� SIDNAL 3r30/� I \ I \ I \ I \, I \ DICK'S DRIVE-IN i \\ I \\ ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED S CJ ALLIANCE CONSULTING SERVICES 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 P:206.739.5454 F:360.352.1509 WWW.SCJALLIANCE.COM '1n 1 g9" SWEDISH RADIAL IMAGING CENTER R 1 CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 SR 99 O L0 O (N Q Q N U) �7 Z 67 C) Q L U LJJ z w J C/) U Q EDMONDS HIGHWAY SR 99 43.51 TO 45.87 1 DRAWING No.: GATEWAY -REVITALIZATION STAGE 2 PROJECT SNOHOMISH COUNTY ROADWAY & PAVING PLANS MARCH 2O22 N d �1 R CD Cn 3 x L O yr O U t E O t O C 06 N C O E Lu 4- 0 U O t t �3 Q J C W O t _Lm O C O r a N 0 N E a O U d N a E U 2 PV-20 SHEET No.: 77 of 242 Packet Pg. 130 SECTION 2911T. 27N. RAE. W.M. CD 0 O 0 Ti cn z Q J d CD Q uj w U- flf Q U H Z Z W U Z Q 0 w Of Ld Z 0 0 Q u U w 0 Z 0 Q N H Of w 01 CD CD V) 0 z 0 EL T p oun Y � 6 C O O N >o Z 0 �o w �u- 0 0- U Ln C) N N O U N W 0 0 a � z 0 20 40 SCALE IN FEET - STA A 202+79, 3.2 LT - PC \ -- END TAPER Tf� FFIC CURB & GUTTER AND ' - SID WALK AND PAVEMENT ' - RES SWEDISH MEDICAL CENTER RRIGATIONOCROSSNG,TAL TO - -' STA A 203+85, 4.7 LT STATIONS TO BE DETERMINED END LOW PROFILE BARRIER CURB STA A 202+75, 2.2 LT BY CONTRACTOR BEGIN TRANSITION 43, TYPE B END TRANSITION 41 BEGIN LOW PROFILE BARRIER CURB - - STA A 203+97, 4.7 END TRANSITION 43 BEGIN CCTC STA A 202+63, 0.8 RT \\ STA A 204+05, 5.2 LT END CCTC BUSHES BEGIN TRANSITION 41, TYPE BCD s: BEGIN PCDFSMC STA A 202+56 2.3 RT _ _ ' Bus s BEGIN TAPER �. 1 JB ❑ - - - SEE TAPERED MEDIAN DETAIL #3 ON o DWG NO. PVD-06, SHEET NO. 89 1 1 1 1 0 OLO N 1 1 _11- LO Q O U, -T —� — CD CV P. CV �► TAP R i i Q N ----- ----- -- —--------------- --- ----------------- ------ ----- CV 02+00 � Q z N27° oo' So.41" A -LINE (SR-99) -'� �� c� , mol Z Cf) o - ---�- ------------------------ A -LINE (SR-99) z ui � 4:1 T PER J W �� o � 0 Cl)LJJ Lu = z W U Cn ~ 2 Q GENERAL NOTES - UNLESS OTHERWISE NOTED: 1. SEE NOTES ON DWG PVN-01, SHEET NO. 57 I I I ISLAND#12, SEE PROFILE DATA ON I I 2. SEE DETAILS 2 TO 4 ON DWG PVD-02 TO I I I I I DWG PR-12 (SHEET NO. 105) I STA A 204+04, 3.8 LT PVD-04, SHEET NO. 85 TO 87 FOR CURB I I STA A 203+97, 1.2 TRANSITION DETAILS BY TRANSITION TYPE. I I I I END TRANSITION 44 CENTER 1'R I CONSTRUCTION NOTES: I I I j BEGIN CCTC END CCTC OHMA PAVING LIMITS TO MATCH SAWCUT LIMITS, I I I STA A 203+69 4.3 RT I I I STA A 202+55, 4.8 RT I I VACANT PC I JEFF S AUTO SUPPLY STA A 204+04, 2.7 LT I SEE SITE PREPARATION PLANS, SHEET NO. 20 I END PCDFSMC I I I END 4:1 TAPER I TO SHEET NO. 45 I I I I I O2 SEE CURB RAMP AND ISLAND PLANS, SHEET NO. I I l I 109 TO SHEET NO. 114 I I I I I I I I STA A 203+82, 2.8 RT I I O SEE DETAILS 2, 3 & 4 ON DWG PVD-02, PVD-03 AND I I I PT I STA A 203+85, 1.8 RT I PVD-04 FOR CURB TRANSITION DETAILS, SHEET NO. 85, I STA A 202+56, 3.4 RT I I BEGIN TAPER I END LOW PROFILE BARRIER CURB I 86 AND 87. I I I I BEGIN TRANSITION 44, TYPE B I I CENTER 1 R I I STA A 202+91, 4.7 LT I LEGEND: I BEGIN CCTC I PT I I - - - - - I HMA PAVING LIMIT, SEE COE STD I I I I I ---- u DETAIL GU-410 I I I I I PCDFSMC, SEE WSDOT STD PLAN STA A 202+75, 4.3 RT I STA A 202+63, 4.3 RT I j END TRANSITION 42 I F-10.64-03 BEGIN LOW PROFILE BARRIER CURB CCTC, SEE WSDOT STD PLAN I END CCTC I I I I F-10.12-04 I BEGIN TRANSITION 42, TYPE B I I I I LOW PROFILE BARRIER CURB, SEE DETAIL I I I I I ON PVD-01, SHEET NO. 84 I I I I I I I I I I TRAFFIC CURB AND GUTTER, SEE COE I I I I I STD DETAIL TR-520, MATCH EX. I I I I I GUTTER PAN WIDTH I I I I I • CONCRETE HARDSCAPING, SEE DETAILS, I I I I I ON PVD-05, SHEET NO. 88 I I I CEMENT CONCRETE SIDEWALK, SEE COE STD DETAIL TR-531 BARRIER TRANSITION SECTION, SEE GENERAL NOTE 2 REVISIONS DATE BY APPROVED BY DESIGNED BY: ISSUE DATE: SR 99 43.51 TO 45.87 DRAWING No.: G. JOYCE 03130122 P M. R / QF E y WASyFIo 1400, ° EDMONDS qllig� All ENGINEERING MANAGER DATE P c� ALL DIMENSIONS CALL 2 DAYS PV-21 DRAWN BY: JOB No.: �Z SHOWN IN FEET S CJ ALLIANCE V. KALYANAM 0775.01 BEFORE YOU DIG HIGHWAY R99 OfUNLESS OTHERWISE SHEET No.: PROJECT MANAGER DATE CONSULTING SERVICES GATEWAY -REVITALIZATION STAGE 2 PROJECT 411 CHECKED BY: DRAWING FILE No.: RF 34838 � �� DESIGNATED 1-800-424-5555 FSS FIST �� 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 SNOHOMISH COUNTY MARCH 2O22 L. REID 0775.01 PV 04 IDNA L P. 20WWW SCJALL ANCOE.COM 509 Io c . 1 $9� PROJECT ENGINEER DATE 3/30/� ROADWAY & PAVING PLANS 78 OF 242 N Cn CD 0 U t E 0 0 C En 06 0 w 0 U 3 a J c w 0 Lm 0 c 0 a N 0 N E a r 0 U d U R I G Packet Pg. 131 v aLL O 4 C T C O lC Y r c � c o'- v �Z 0 ,w Eo o� M Lc, r i N O W o o of a- aZ + rn LO Q J C/) W W rn 2 C/) C/) H W Lu Z I J C/) = W U Lu Q Cf) 0 o� SECTION 31 \ \ \ \ BUSHES \ \ \ II I, - I II, I I I, 30.00' TYP. 60.00' , 60.00' X Al k k k k k k X k o— o. kk k - -s ---- k •k X k k X k k a o. a kkk kk •k k X k I Z CASTLE 0 GAMES GENERAL NOTES. UNLESS OTHERWISE NOTED: 1. SEE NOTES ON SHEET LAN-01, SHEET 185. 0 I I I I I 0 LO +� O L � Q J V) LLB 0-) Lu VTJ V J Cn W W Lu Z = J C/) 2 W U Lu H C/) Q PLANT SCHEDULE LA-1 0 TREES QTY BOTANICAL / COMMON NAME CAL ORNAMENTAL GRASS QTY BOTANICAL / COMMON NAME SIZE JJVVVV4 ' 132 OPHIOPOGON JAPONICUS 1 GAL ,nAACCC 0 8 MAGNOLIA GRANDIFLORA'LITTLE GEM' 2" CAL MONDO GRASS LITTLE GEM DWARF SOUTHERN MAGNOLIA GROUND COVERS QTY BOTANICAL / COMMON NAME CONT SPACING SHRUBS QTY BOTANICAL / COMMON NAME SIZE PACIFIC PARK APARTMENT HOM 16 BERBERIS BUXIFOLIA'NANA' 5 GAL 84 CISTUS SALVIIFOLIUS'PROSTRATUS' 1 GAL 24" o.c. REFERENCE NOTES SCHEDULE LA-1 0 SYMBOL DESCRIPTION SYMBOL POT BARRIER, PER DETAIL 1 ON • LADA IEET 1 DESCRIPTION QTY 192 LF 0 QTY -ANTING AREA 12" BARK OR WOOD CHIP MULCH, 14 =PTH TOPSOIL TYPE'A' IN RAISED MEDIAN, 6" DEPI -SEWHERE 1 SEE PLANTING NOTES CONCRETE HARDSCAPING, PER DETAIL 5 ON DWG. NO. PVD-05, SHEET 88 Q 2,761 SF ,Q 211 SF DWARF BOXLEAF BARBERRY SAGELEAF ROCKROSE a 38 CISTUS X HYBRIDUS 5 GAL WHITE ROCKROSE 83 ERICA X DARLEYENSIS 'WHITE PERFECTION' 1 GAL 24" o.c. WHITE PERFECTION DARLEY HEATH 33 CORNUS SERICEA 'KELSEYI' 5 GAL KELSEY'S DWARF RED TWIG DOGWOOD 104 LIRIOPE MUSCARI 'MONROE'S WHITE' 1 GAL 12" o.c. MONROE'S WHITE LILYTURF 28 JUNIPERUS HORIZONTALIS 5 GAL CREEPING JUNIPER PERENNIALS QTY BOTANICAL / COMMON NAME CONT SPACING 30 LONICERA PILEATA 5 GAL PRIVET HONEYSUCKLE ++++++++++++ ++++++++++++ 104 CALAMINTHA NEPETA NEPETA 1 GAL 12" o.c. tttttt t+t+t+t+t+t+ LESSER CALAM I N T 12 PRUNUS LAUROCERASUS 'MOUNT VERNON' 5 GAL MOUNT VERNON ENGLISH LAUREL 104 ECHINACEA X 'PAS702918' TM 1 GAL 12" o.c. POWWOW WHITE CONEFLOWER REVISIONS DATE BY �;�;�;-�Uv�;, ;�Y DESIGNED BY: ISSUE DATE: � SR 99 43.51 TO45.87 DRAWING No.: ADDENDUM N0. 1 4/7/22 JM G. JOYCE 03130122 �0 � NA M y1ti � � 440- QF E �� M q�� All EDMONDS LA-10 ENGINEERING MANAGER DATE DRAWN BY: JOB No.: \ ALL DIMENSIONS u C� CALL 2 DAYS SHOWN IN FEET S C..1 ALLIANCE HIGHWAY SR 99 V. KALYANAM 0775.01 BEFORE YOU D I G PROJECT MANAGER DATE Z ry' UNLESS OTHERWISE CONSULTING SERVICES SHEET No.: Q GATEWAY -REVITALIZATION STAGE 2 PROJECT CHECKED BY: DRAWING FILE No.: 2 °9 �° DESIGNATED 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 1-800-424-5555 os �3FXP p6�V SNOHOMISH COUNTY MARCH 2O22 193 PROJECT ENGINEER DATE L. REID 0775.01 LA 02 Cq PE A RG� P. 20WWW SCJALL ANCOE.COM 509 loc. 1 $9� 242 LANDSCAPE PLANS N am CD R a) 3 x �° C 0 U E 0 0 C 06 0 w 0 U �3 a J_ r C W 0 t _Lm 0 C a N C 0 a� a� E 0 0 a 0 U a� rn d r aD E �o a c E U R Packet Pg. 132 SECTION 31 v c L c E� O L+ C T C Lr r :3 c � �i o v c coo c� 0 .w O o O Q J Q W W rn = Cn Cn W W LJJ J Cn = LLI U w H Cn CQ G KAMAN AUCTIONS \ \ \ \ \CJN MINIATURES & MORE \\ GENERAL NOTES. UNLESS OTHERWISE NOTED: 1. SEE NOTES ON SHEET LAN-01,�HEET 185�Q i REFERENCE NOTES SCHEDULE LA-1 1 SYMBOL DESCRIPTION OOT BARRIER, ON • AD1 HEET 1 SYMBOL DESCRIPTION "A LANTING AREA 12" BARK OR WOOD CHIP MULCH, 14 EPTH TOPSOIL TYPE 'A' IN RAISED MEDIAN, 6" DEP- LSEWHERE I SEE PLANTING NOTES ONCRETE HARDSCAPING, PER DETAIL 5 ON DW, 0. PVD-05, SHEET 88 QTY 240 LF QTY 2,286 SF 111 SF - i - 1� PUBLIC STORAGE O REILLY AUTO PARTS F PLANT SCHEDULE LA-1 1 TREES QTY BOTANICAL / COMMON NAME (3 10 CARPINUS CAROLINIANA'UXBRIDGE' TM RISING FIRE AMERICAN HORNBEAM CAL 2" CAL RUBS QTY BOTANICAL / COMMON NAME SIZE 18 BERBERIS BUXIFOLIA'NANA' 5 GAL DWARF BOXLEAF BARBERRY 32 CISTUS X HYBRIDUS 5 GAL WHITE ROCKROSE W + (D 24 CORNUS SERICEA'KELSEYI' 5 GAL LO � N KELSEY'S DWARF RED TWIG DOGWOOD Q Q LLJ~ 30 JUNIPERUS HORIZONTALIS 5 GAL U) W_ CREEPING JUNIPER C/) Cn � j 16 LONICERA PILEATA 5 GAL LLI = PRIVET HONEYSUCKLE Z_ U) LLI U W 24 PRUNUS LAUROCERASUS 'MOUNT VERNON' 5 GAL MOUNT VERNON ENGLISH LAUREL Q ORNAMENTAL GRASS QTY BOTANICAL / COMMON NAME ' 176 OPHIOPOGON JAPONICUS 'AAnCC MONDO GRASS GROUND COVERS PERENNIALS QTY BOTANICAL / COMMON NAME 43 47 CISTUS SALVIIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE SIZE 1 GAL CONT SPACING 1 GAL 24" o.c. ERICA X DARLEYENSIS 'WHITE PERFECTION' 1 GAL 24" o.c. WHITE PERFECTION DARLEY HEATH LIRIOPE MUSCARI 'MONROE'S WHITE' MONROE'S WHITE LILYTURF QTY BOTANICAL / COMMON NAME 1 GAL 12" o.c. CONT SPACING 54 CALAMINTHA NEPETA NEPETA 1 GAL 12" o.c. LESSER CALAMINT 60 ECHINACEA X'PAS702918' TM 1 GAL 12" o.c. POWWOW WHITE CONEFLOWER REVISIONS DATE BY AFJFJKUVEL) BY DESIGNED BY: ISSUE DATE: SR 99 43.51 TO45.87 DRAWING No.: ADDENDUM N0. 1 4/7/22 JM G. JOYCE 03130122 �0 � WAS y1ti � � QF E �� ALL DIMENSIONS � � � �� EDMONDS ENGINEERING MANAGER DATE DRAWN BY: JOB No.: �u C� CALL 2 DAYS LA-11 SHOWN IN FEET S C.J ALLIANCE HIGHWAY SR 99 V. KALYANAM 0775.01 BEFORE YOU D I G PROJECT MANAGER DATE Z ry' UNLESS OTHERWISE CONSULTING SERVICES SHEET No.: Q GATEWAY -REVITALIZATION STAGE 2 PROJECT CHECKED BY: DRAWING FILE No.: 2 °9 �° DESIGNATED 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 1-800-424-5555 os O3FXP p6 1' SNOHOMISH COUNTY MARCH 2O22 194 PROJECT ENGINEER DATE L. REID 0775.01 LA 02 Cq P E A RG� P. 20WWW SCJALL ANCOE.COM 509 Inc . 1 $9� 242 LANDSCAPE PLANS 21 Packet Pg. 133 v c L C O L+ C r- c E b/ o v c �o �m 0 .w \ y ` - SECTION 31 ('A \ \\ \\ \ 00��, SEA AUTO `\ 'UBLIC STORAGE \ \ \\ \ SR99 MP 44.47 A LINE, STA 156+01.82 H LINE, STA 13+00.00 \ \ O BUSHES ,p • \ •R \ •ti \ - — — — !HP OH - OHP OHP \ OH — — - — — — O O L0 O O M Ln \ co s� Q Q y Q Q X 5Q Lu o I— Lu Cn LL I �o C) LLJ O = 30.00' TYP. O = A -LINE (SR-99) Of � ) U LU `^Lij ' 1' V) LLJ kk k k X k ILL! _ — e — k k k k k X k k — k k k k LJ.J Z s z = = Lu \ = Lu Lu U) 0% � Cn G G 0 \ PLANT SCHEDULE LA-12 O O O O F \ r TREES QTY BOTANICAL / COMMON NAME CAL GROUND COVERS QTY BOTANICAL / COMMON NAME CONT SPACIN \ � r 'a 0 \ 0 13 MAGNOLIA GRAN DIFLORA'LITTLE GEM' 2" CAL 81 CISTUS SALVIIFOLIUS'PROSTRATUS' 1 GAL 24" o.c. LITTLE GEM DWARF SOUTHERN MAGNOLIA SAGELEAF ROCKROSE • . O \ \ SHRUBS QTY BOTANICAL / COMMON NAME SIZE 82 ERICA X DARLEYENSIS 'WHITE PERFECTION' 1 GAL 24" o.c. \ 24 BERBERIS BUXIFOLIA'NANA' 5 GAL WHITE PERFECTION DARLEY HEATH \ GENERAL NOTES ODWARF BOXLEAF BARBERRY \ UNLESS OTHERWISE NOTED: 'REILLY AUTO PARTS \\ \ 40 CISTUS X HYBRIDUS 5 GAL 30 LIRIOPE MUSCARI 'MONROE'S WHITE' 1 GAL 12" o.c. 1. SEE NOTES ON SHEET LAN-01, SHEET 185. Al WHITE ROCKROSE MONROE'S WHITE LILYTURF REFERENCE NOTES SCHEDULE LA-12 \ 24 CORNUSSERICEA'KELSEYI' 5GAL \ KELSEY'S DWARF RED TWIG DOGWOOD PERENNIALS QTY BOTANICAL / COMMON NAME CONT SPACIN SYMBOL DESCRIPTION QTY \ ++++++ \ + 312 LF 40 JUNIPERUS HORIZONTALIS 5 GAL ++++++++++++ 30 CALAMINTHA NEPETA NEPETA 1 GAL 12" o.c. — — — — ROOT BARRIER, PER DETAIL 1 ON DWG. NO. LAD-01 ++++++++++++ SHEET 205 CREEPING JUNIPER ++++++ LESSER CALAMINT 1 SYMBOL DESCRIPTION QTY 28 LONICERA PILEATA 5 GAL PRIVET HONEYSUCKLE 30 ECHINACEA X'PAS702918' TM 1 GAL 12" o.c. PLANTING AREA 12" BARK OR WOOD CHIP MULCH, 14" 2,876 SF POWWOW WHITE CONEFLOWER DEPTH TOPSOIL TYPE 'A' IN RAISED MEDIAN, 6" DEPT ELSEWHERE SEE PLANTING NOTES 0 24 PRUNUS LAUROCERASUS 'MOUNT VERNON' 5 GAL MOUNT VERNON ENGLISH LAUREL TURF QTY BOTANICAL / COMMON NAME CONT SPACIN CONCRETE HARDSCAPING, PER DETAIL 5 ON DWG. 337 SF NO. PVD-05, SHEET 88 Q ORNAMENTAL GRASS QTY BOTANICAL / COMMON NAME SIZE W W ,JJVVVV`` . . 14 SY LAWN SOD ' 176 OPHIOPOGON JAPONICUS 1 GAL 0 SOD INSTALLATION MONDO GRASS REVISIONS DATE BY APPROVED BYDESIGNED BY: ISSUE DATE: _�_ SR 99 43.51 TO 45.87 DRAWING No.: G. JOYCE 03/30/22 F WAS o f E E D M O N D S 1 ADDENDUM NO. 1 4/7/22 JM F,� HI O McNA�,j ti � � ENGINEERING MANAGER DATE Q �� R9 CO ALL DIMENSIONS 1,� CALL 2 DAYS LA-12 DRAWN BY: JOB No.: r� z SHOWN IN FEET SC�1 ALLIANCE �' � HIGHWAY SR 99 V. KALYANAM 0775.01 BEFORE YOU D I G UNLESS OTHERWISE CONSULTING SERVICES GATEWAY -REVITALIZATION STAGE 2 PROJECT SHEET No.: PROJECT MANAGER DATE y 2 ti c� Q CHECKED BY: DRAWING FILE No.: 2p °19 9�ti° DESIGNATED 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 1-800-424-5555 S' Fxp. o612 .j. SNOHOMISH COUNTY MARCH 2O22 L. REID 0775.01 LA-02 cq P e A R� P: 206.739.5454 F: 360.352.1509 �� 1 r- PROJECT ENGINEER DATE WWW.SCJALLIANCE.COM C. 1 $C)�) LANDSCAPE PLANS 195 N 0 c O U t 0 t O C Cn 06 N C O E W 0 U m t 3 J C W 4- 0 t O7 O C O L a Packet Pg. 134 CD 0 CD 0 I a J O n C) Z Q a w U N Z J / Ld w J Ll C) Q U Z z w Of Of I Z a 0 LU w Z 1 0 0 Q U w 0 Z 0 N J w Of F- CD u) CD _ u) 0 Z 0 m 0m T O O «j Y � C oN 0 �Z to S� ,w E o po p� CV U �C) i N O W CD o o Qtf z 0 20 40 SCALE IN FEET O O O N CO � Q ULJ Q J w O7 _ O � cn w ww z_= J � = Lu U L.0 Q GENERAL NOTES. UNLESS OTHERWISE NOTED: 1. SEE NOTES ON SHEET LAN-01, SHEET 185. — i— — 31 & 30 RRRUNS GREAT AUTO SALES \ ' 'A \ 163+00 \ A -LINE (SR-99) 164+00 SR99 MP 44.61 \ A LINE, STA 163+45.18 = I LINE, STA 14+00.00 . L / PLANT SCHEDULE LA-1 3 SECTION O LO L CO � Q Q J Q � LL] U) W O7 _ O Cl) U) Lu w LU z= cn = Lu U w H U) Q \ TREES QTY BOTANICAL / COMMON NAME CAL ORNAMENTAL GRASS QTY BOTANICAL / COMMON NAME / ' 44 OPHIOPOGON JAPONICUS / / \ 3 MAGNOLIA GRAN DIFLORA 'LITTLE GEM' 2" CAL nnnnc MONDO GRASS LITTLE GEM DWARF SOUTHERN MAGNOLIA GROUND COVERS QTY BOTANICAL / COMMON NAME / / \ SHRUBS QTY BOTANICAL / COMMON NAME SIZE 6 BERBERIS BUXIFOLIA'NANA' 5 GAL 41 CISTUS SALVIIFOLIUS'PROSTRATUS' DWARF BOXLEAF BARBERRY . . SAGELEAF ROCKROSE REFERENCE NOTES SCHEDULE LA-13 6 CISTUS X HYBRIDUS 5GAL WHITE ROCKROSE 21 LIRIOPE MUSCARI 'MONROE'S WHITE' SYMBOL DESCRIPTION QTY MONROE'S WHITE LILYTURF — — — — ROOT BARRIER, PER DETAIL 1 ON DWG. NO. LAD-01 72 LF 6 CORNUS SERICEA 'KELSEYI' 5 GAL SHEET 205 KELSEY'S DWARF RED TWIG DOGWOOD PERENNIALS QTY BOTANICAL /COMMON NAME SYMBOL DESCRIPTION QTY 10 JUNIPERUS HORIZONTALIS 5 GAL ++++++++++++ OR WOOD CHIP MULCH, 14" P=TOPSOIL 682 SF CREEPING JUNIPER ++++++++++++ 25 CALAMINTHA NEPETA NEPETA DIN RAISED MEDIAN, 6" DEPT ++++++++++++ ++++++ LESSER CALAMINT EING NOTES 0 4 LONICERA PILEATA 5 GAL PRIVET HONEYSUCKLE CONCRETE HARDSCAPING, PER DETAIL 5 ON DWG. 53 SF ml 28 ECHINACEA X'PAS702918' TM NO. PVD-05, SHEET 88 Q 1 � 8 PRUNUS LAUROCERASUS 'MOUNT VERNON' 5GAL POWWOW WHITE CONEFLOWER MOUNT VERNON ENGLISH LAUREL SIZE 1 GAL CONT SPACING 1 GAL 24" o.c. 1 GAL 12" o.c. CONT SPACING 1 GAL 12" o.c. 1 GAL 12" o.c. REVISIONS DATE BY ANNKUVtU �Y DESIGNED BY: ISSUE DATE: � SR 99 43.51 TO45.87 DRAWING No.: 1 ADDENDUM N0. 1 4/7/22 JM G. JOYCE 03130/22 �0 � NqM yItiAll � 4F E ��O q�EDMONDS � ALL DIMENSIONS � �a � ENGINEERING MANAGER DATE DRAWN BY: JOB No.: �\V �, CALL 2 DAYS z SHOWN IN FEET S CJ ALLIANCE � HIGHWAY SR 99 LA-13 V. KALYANAM 0775.01 � BEFORE YOU D I G UNLESS OTHERWISE CONSULTING SERVICES GATEWAY -REVITALIZATION STAGE 2 PROJECT SHEET No.: I c� PROJECT MANAGER DATE y 2 CHECKED BY: DRAWING FILE No.: 2p °903 9�ti° DESIGNATED 1201 THIRD AVE, SUITE 550, SEATTLE, WASHINGTON 98101 1-800-424-5555 S' FkP.061 .j. SNOHOMISH COUNTY MARCH 2O22 L. REID 0775.01 LA-03 cq P E A �G P: 206.739.5454 F: 360.352.1509 �� 1 PROJECT ENGINEER DATE WWW.SCJALLIANCE.COM [ . 1 $q� LANDSCAPE PLANS 196 OF 242 N d O 2 O c O U t N 0 t O C Cn 06 O w 0 U 3 Q J_ r C W 4- 0 t O7 O C O C d N a Packet Pg. 135