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2018-01-25 Hearing Examiner Agenda
Agenda Edmonds Hearing Examiner . ,HyCOUNCIL CHAMBERS 250 5TH AVE NORTH, EDMONDS, WA 98020 JANUARY 25, 2018, 3:00 PM CALL TO ORDER PUBLIC HEARING 1. The applicant is proposing to subdivide a 14-unit project into a Preliminary Unit Lot Plat at the southwest corner of 212th St. SW and 80th Ave W. (File No. PLN20170049) ADJOURNMENT Edmonds Hearing Examiner Agenda January 25, 2018 Page 1 2.1 Hearing Examiner Agenda Item Meeting Date: 01/25/2018 The applicant is proposing to subdivide a 14-unit project into a Preliminary Unit Lot Plat at the southwest corner of 212th St. SW and 80th Ave W. (File No. PLN20170049) Staff Lead: Mike Clugston, AICP Department: Planning Division Prepared By: Mike Clugston Background/History The applicant is proposing to subdivide a 14-unit project that is currently under construction at the southwest corner of 212th St. SW and 80th Ave. W. The stand-alone dwelling units surround an access tract off of 80th Ave. W. The unit lot subdivision will do nothing more than create parcel lines around the 14 dwelling units and access tract. There will be no change to the physical improvements at the site. However, appropriate maintenance provisions and easements will be established for the jointly -owned improvements, which will be managed through a homeowners' association created for the project. Staff Recommendation Approve with conditions Narrative Refer to the staff report and attachments in Exhibit 1. Attachments: Exhibit 1 - Staff report and attachments Packet Pg. 2 2.1.a 11�C. 189%J CITY OF EDMONDS 121 5t" Avenue North, Edmonds WA 98020 Phone: 425.771.0220 • Fax: 425.771.0221 • Web: www.edmondswa DEVELOPMENT SERVICES DEPARTMENT • PLANNING DIVISION PLANNING DIVISION REPORT & RECOMMENDATION TO THE HEARING EXAMINER Project: Preliminary Unit Lot Plat for Brackett's Corner File Number: PLN20170049 Date of Report: January 18,18 Reviewed By: Mike Clugston, AICP, Associate Planner I. SUMMARY OF PROPOSED ACTION The applicant is proposing to subdivide a 14-unit project that is currently under construction at the southwest corner of 212th Ave. SW and 80th Ave. W. The stand- alone dwelling units surround an access tract off of 801h Ave. W. The unit lot subdivision will do nothing more than create parcel lines around the 14 dwelling units and access tract. There will be no change to the physical improvements at the site. However, appropriate maintenance provisions and easements will be established for the jointly - owned improvements, which will be managed through a homeowners' association created for the project. II. GENERAL INFORMATION A. Application 1. Owner: Jake Lyon, Pride Ventures LLC 2. Applicant: Jake Lyon (rep. Lee Michaelis, AICP) 3. Site Location: 8000 212th Street SW, Edmonds (three old lots were consolidated into one under lot line adjustment AFN 201609295001) prior to redevelopment of the site 4. Request: To divide one parent lot with a total area of 44,855 sq. ft. (43,649 sf net) into fourteen unit lots plus a jointly -owned access tract in the Multifamily Residential (RM-2.4) zone Packet Pg. 3 2.1.a 5. Review Process: Type III-B decision by the Hearing Examiner following a public hearing 6. Attachments 1) Land use application 2) Cover letter 3) Preliminary plat maps, received December 12, 2017 4) Brackett's Corner excerpts of approved building plans 5) Brackett's Corner approved civil plans 6) Title report 7) SEPA adoption information 8) Complete application and public notice documentation 9) Technical comments and applicant response 10) Engineering Division approval and requirements for plats 11) Tveit public comment III. FINDINGS OF FACT AND CONCLUSIONS A. Setting 212th Ave. SW is a minor arterial connecting the Five Corners area, Edmonds- Woodway High School, and Highway 99 further to the east. The subject property and those immediately along 212th Street SW and the east side of 80th Ave. W are zoned Multifamily Residential (RM-2.4). Adjacent to the south and southwest is a single family neighborhood. B. Environmental Assessment 1. Critical Area: The subject property was reviewed and inspected for critical areas as defined by ECDC 23.40 under CRA20150101. It was determined that the site does not contain any critical areas and so a waiver from further critical area study was granted. 2. Shoreline: The subject property is not located within shoreline jurisdiction. 3. SEPA: Review under the State Environmental Policy Act (SEPA) was completed with the design review for the 14-unit Brackett's Corner project. A determination of nonsignificance was issued on December 22, 2015 and was not appealed. The existing checklist and determination are adopted as part of this unit lot subdivision because that determination addressed the environmental impacts of the project and no additional environmental impacts are anticipated from this unit lot plat (Attachment 7). Brackett's Corner Preliminary Unit Lot Plat File No. PLN20170049 Page 2 of 13 Packet Pg. 4 2.1.a C. Comments 1. Technical Comments In addition to the Planning Division, this project was reviewed by the Building and Engineering Divisions as well as South Snohomish County Fire & Rescue (Attachment 9). Fire did not have any comments while Building noted that the exterior walls of the new homes have to comply with the fire resistant construction provisions of IRC section 302. This requirement was reviewed and approved with the building permits for the associated 14 dwelling units and will be verified by inspection. Engineering had several comments which were addressed by the applicant in the December 12, 2017 resubmittal. The Engineering Division has noted the revised preliminary unit lot plat indicates general engineering feasibility (Attachment 10). 2. Public Notice and Comment Attachment 8 contains noticing documentation. The subject application was determined to be complete on November 6, 2017. Pursuant to ECDC 20.03, a "Notice of Application" was posted at the subject site, Public Safety Complex, Development Services Department, and Library on November 20, 2017. The notice was also published in the Herald Newspaper and mailed to property owners within 300 feet of the site using a mailing list provided by the applicant This notice was reissued on November 24, 2017 due to an incorrect due date listed for comments due on the original notice. A Notice of Public Hearing was published in the Everett Herald, posted at the subject site, Public Safety Complex, Development Services Department, and Library on January 11, 2018. The notice was also mailed to property owners within 300 feet of the site using the mailing list provided by the applicant. To date, one public comment has been received (Attachment 11). Theresa Tveit asked about parking on and around the project. As detailed later in this report, each of the 14 dwelling units has an internal two car garage and an additional 14 off-street stalls are proposed throughout the development. Parking will not be allowed on the internal drive aisle (Tract 999) except where it dead -ends near the western edge of the site in marked stalls. The other guest stalls are located between the buildings. There is currently no on -street parking adjacent to the development along 212th St. SW or 80th Ave. W and there will be no change as the result of this development. A homeowners' association will be established to manage the required parking easements and maintenance agreements going forward. Brackett's Corner Preliminary Unit Lot Plat File No. PLN20170049 Page 3 of 13 Packet Pg. 5 2.1.a D. ECDC 20.75.045 Unit Lot Subdivision To allow for the creation of fee simple (unit) lots for townhouses and similar ground - based dwelling units, a provision was recently added to the Edmonds Community Development Code (ECDC). Staff's findings regarding ECDC 20.75.045 are described below. 1. Purpose. The unit lot subdivision process provides opportunities for dividing fee simple ownership of land to create townhouses, rowhouses and similar fee - owned dwelling units as an alternative to both condominium ownership and traditional single-family detached subdivision. Unit lot subdivisions determine compliance with the relevant dimensional standards of ECDC Title 16 by analyzing whether the parent lot complies, but not requiring that each newly created lot within the unit lot subdivision (the unit lot) complies, with those dimensional standards. A unit lot subdivision does not permit uses or densities that are not otherwise allowed in the zoning district in which the unit lot subdivision is proposed. As described in the following sections, the proposed preliminary plat meets the purposes of the unit lot standards. 2. Applicability. The provisions of this section apply exclusively to the subdivision of land for single-family dwelling units, townhouse, and rowhouses and may be applied only in the following zones: multiple residential, general commercial, and Westgate mixed -use. A single lot within a unit lot subdivision may contain multiple dwelling units when the unit lot contains all such dwelling units within one building. Flats are permitted as an element of a unit lot subdivision only when a single lot within a unit lot subdivision contains the entire building in which flats are located. As noted, the site is zoned Multifamily Residential (RM-2.4) and the development consists of 14 stand-alone dwelling units around a central access tract. A dwelling unit and area of privately -owned open space will be contained within each unit lot (Attachment 3). No flats are proposed, as can be seen on the approved plan sheets from a representative building permit (Attachment 4). Each of the dwelling units is organized similarly and contains two levels of living space about a two -car garage. 3. Association with Site Development —Application Timing. In the case of a vacant lot or a redevelopment site, a preliminary unit lot subdivision can only be submitted in conjunction with or subsequent to a development site plan as required by Chapter 20.10, 20.11, or 20.12 ECDC, or in the case described in ECDC 20.10.020(B)(3) submitted in conjunction with or subsequent to a building permit. The Architectural Design Board reviewed and approved the design of the redevelopment project in 2015 (PLN20150050) and staff subsequently reviewed and approved the associated building permits in 2016 (BLD20160598 - 0614). The approved site improvements and buildings are currently under construction Brackett's Corner Preliminary Unit Lot Plat File No. PLN20170049 Page 4 of 13 Packet Pg. 6 2.1.a and subject to on -going inspections; no certificates of occupancy have been granted yet. The preliminary plat application was submitted on October 11, 2017. 4. Conformance with Standards of the Parent Lot. The parent lot must comply with and is vested to the applicable development standards (ECDC20.75.030(E)) in effect at the time a complete application for preliminary unit lot subdivision is submitted. As a result of the unit lot subdivision, the individual unit lots within the subdivision may be nonconforming with respect to the bulk and dimensional standards required by ECDC Title 16. As with dimensional standards, compliance with access standards, including but not limited to fire lanes, drive aisles, turn-arounds, and access of/to the parent lot from/to the street will be evaluated based on the parent lot's compliance with such requirements, and not based on whether individual unit lots meet such standards. ECDC 16.30.030 contains the site development standards applicable to the subdivision (distances in feet): Minimum Minimum Minimum Minimum Maximum Maximum Zone Lot Area Street Side Rear Height Coverage Per DU Setback Setback Setback RM-2.4 2,400 sq. 15 10 15 25 + 51 45% 1 Roof only may extend five feet above the stated height limit if all portions of the roof above the stated height limit have a slope of four inches in 12 inches or greater. Setbacks: The subject site is a corner lot. Per ECDC 16.30.040.D, it has street setbacks on the north and east and side setbacks on the west and south (no rear setback). As shown on the Site Plan in Attachment 4, the exterior of the project meets the 15-foot minimum on the north and east while meeting the 10-foot minimum on the west and south. There is no parking located within a street setback as prohibited by ECDC 16.30.030.C. Maximum Coverage: The maximum structural lot coverage for the zone is 45%. As shown on the Site Plan in Attachment 4, buildings will cover 19,227 sq. ft., which is 44% of the parent lot area of 43,649 sq. ft. (net). 5. Future Additions and Modifications. Subsequent platting actions, additions or modifications to the structure(s) may not create or increase any nonconformity of the parcel lot. Changes requiring permitting that affect only the interior of building units will be evaluated for compliance with the requirements only for that unit. Any exterior changes will be evaluated for compliance by considering whether the parent lot would still comply with applicable development Brackett's Corner Preliminary Unit Lot Plat File No. PLN20170049 Page 5 of 13 Packet Pg. 7 2.1.a standards. Any application for such external changes will require authorization of all owners of affected unit lots or approval of the HOA where changes to commonly owned tracts are proposed. Documentation describing how additions and modifications are managed by the homeowners' association created for the project will be required with the submittal of the associated final plat. 6. Homeowners' Association Ownership of Common Areas. Any commonly used areas or facilities within a unit lot subdivision, including but not limited to common access, garage or parking areas, common open space or recreation space, common courtyards, commonly used storm water facilities or side sewers and other similar features, must be owned and maintained by a homeowners' association with the right to assess the individual unit lot owners as necessary to properly maintain and repair such areas. Appropriate documentation regarding the rights of the homeowners association must be submitted for recording with the final plat. Documentation describing the homeowners' association will be required with the submittal of the final plat for the project. 7. Maintenance Agreements for Building Exteriors. Maintenance agreements must be executed and recorded as an element of the final unit subdivision plat or short plat for maintenance of all building exteriors except in cases where all dwelling units are detached. The maintenance agreement must require equal participation by all owners within any one building and must be recorded on the final unit lot plat. The requirement does not apply to detached single family dwelling units. Common wall construction must meet currently adopted building codes. Because the 14 dwelling units are detached, maintenance agreements for building exteriors are not required with the submittal of the final plat for the project. Each homeowner will be responsible for the exterior of the building on their lot. 8. Parking on Different Unit Lots Allowed. Within the parent lot, required parking for a dwelling unit may be provided on a different unit lot than the lot with the dwelling unit as long as the right to use that parking is formalized by an easement on the final plat. The 14 dwelling units each require two off-street parking spaces for a total of 28 stalls. Each unit has a two car garage so the minimum requirement is met. However, an additional 14 off-street guest stalls are proposed throughout the site (Attachment 4, Site Plan). Easements must be established for these stalls as needed and those are shown on Sheet 9 of Attachment 3. The use and maintenance of the guest parking stalls must be described in the homeowners' association documentation. Brackett's Corner Preliminary Unit Lot Plat File No. PLN20170049 Page 6 of 13 Packet Pg. 8 2.1.a 9. Notice of Unit Lot on the Final Plat. The fact that the unit lot is not a separate buildable lot and that additional development of the individual unit lots may be limited as a result of the application of development standards to the parent lot must be noted on the final plat. A note to this effect must be added to the face of the final plat for the project. 10. An application for final unit lot plat will not be accepted until all foundations, including common wall foundations, are installed and located on the face of the final plat by the land surveyor of record. Most of the civil site improvements and all of the building foundations have been installed (not all of the buildings themselves have been constructed yet). The application for final plat may be submitted at any time after the approval of the preliminary plat. 11. Review. Unit lot subdivisions of four or fewer lots are processed and reviewed as short subdivisions while five or more lots are formal subdivisions pursuant to Chapter 20.01 ECDC and the requirements of this chapter. As noted previously, this is a 14-lot plat with access tract and so is a formal unit lot subdivision where the Hearing Examiner issues the Type III-B decision on the preliminary plat. E. ECDC 20.75.080 General Findings A proposed subdivision may only be approved if all the general findings listed in ECDC 20.75.080 can be made for the proposal as approved or as conditionally approved. Staff's findings in regard to ECDC 20.75.080 are described below. 1. Subdivision Ordinance. The proposal is consistent the purposes of this chapter (ECDC 20.75) and meets all requirements of this chapter. The proposed unit lot subdivision is consistent with Sections 20.75.020 and 20.75.045.A and 045.B ECDC. Because the site is being redeveloped as approved in 2015 and 2016, the proposed subdivision will not negatively impact public health, safety or general welfare, will not negatively impact congestion on streets and highways, has adequate access to water, utilities, sewerage, storm drainage and provides proper ingress and egress and will be uniformly monumented. 2. Comprehensive Plan. The proposal is consistent with the provisions of the Edmonds Comprehensive Plan, or other adopted city policy, and is in the public interest. The Comprehensive Plan designation for this site is "Multi Family — Medium Density". Applicable goals, objectives and policies in the 2016 Comprehensive Plan include: Brackett's Corner Preliminary Unit Lot Plat File No. PLN20170049 Page 7 of 13 Packet Pg. 9 2.1.a Sustainability Goal G Develop housing policies, programs, and regulations designed to support and promote sustainability. Support and encourage a mix of housing types and styles which provide people with affordable housing choices geared to changes in life style. Housing Goal F Provide for a variety of housing that respects the established character of the community. F.1. Expand and promote a variety of housing opportunities by establishing land use patterns that provide a mixture of housing types and densities. F.1.b. Provide for mixed use, multifamily and single family housing that is targeted and located according to the land use patterns established in the land use element. Residential Goal A High quality residential development which is appropriate to the diverse lifestyle of Edmonds residents should be maintained and promoted. The options available to the City to influence the quality of housing for all citizens should be approached realistically in balancing economic, social, aesthetic and environmental considerations. Residential Goal B A broad range of housing types and densities should be encouraged in order that a choice of housing will be available to all Edmonds residents, in accordance with the following policies: 8.2 Multiple. The City's development policies encourage sustainable high quality site and building design to promote coordinated development and to preserve the trees, topography and other natural features of the site. Stereotyped, boxy multiple unit residential (RM) buildings are to be avoided. The proposed unit lot plat will create additional home ownership opportunities in an established multifamily area served by transit between Five Corners and Edmonds-Woodway High School. The unit lot sites should be relatively more affordable than traditional single family development because the parcels and dwelling units are smaller. While the site could be platted through the condominium process (which the City does not review), the City is able to review the unit lot plat and related maintenance agreements and homeowners' association documents to ensure that future maintenance of the development is appropriately addressed. The overall proposal should not cause any adverse impacts and appears to be consistent with the residential development goals and policies of the Brackett's Corner Preliminary Unit Lot Plat File No. PLN20170049 Page 8 of 13 Packet Pg. 10 2.1.a Comprehensive Plan. Therefore, staff finds that the proposal is consistent with the Comprehensive Plan and is in the public interest. 3. Zoning Ordinance. The proposal meets all requirements of the zoning ordinance, or a modification has been approved as provided for in this chapter. Staff finds the proposal is consistent with the zoning requirements for the RM- 2.4 zone (ECDC 16.30). 4. Flood Plain Management. The proposal meets all requirements of the Edmonds Community Development code relating to flood plain management. The proposed project is not located within a designated flood plain management area. F. ECDC 20.75.085 — Review Criteria. Pursuant to ECDC 20.75.085, the following criteria shall be used to review proposed subdivisions: 1. Environmental. a. Where environmental resources existing, such as trees, streams, ravines or wildlife habitats, the proposal shall be designed to minimize significant adverse impacts to resources. Permanent restrictions may be imposed on the proposal to avoid impact. b. The proposal shall be designed to minimize grading by using shared driveways and by relating street, house site and lot placement to the existing topography. c. Where conditions exist which could be hazardous to the future residents of the land to be divided, or to nearby residents or property, such as flood plains, steep slopes or unstable soil or geologic conditions, a subdivision of the hazardous land shall be denied unless the condition can be permanently corrected, consistent with paragraphs A(l) and (2) of this section. d. The proposal shall be designed to minimize off -site impacts on drainage, views and so forth. There will be no change to the approved buildings and site improvements through this unit lot plat so there will be no additional environmental impacts. 2. Lot and Street Layout. a. Lots shall be designed to contain a usable building area. If the building area would be difficult to develop, the lot shall be redesigned or eliminated, unless special conditions can be imposed on the approval which will ensure that the lot is developed properly. Each of the proposed unit lots will contain one of the approved 14 dwelling units and a small private yard. Brackett's Corner Preliminary Unit Lot Plat File No. PLN20170049 Page 9 of 13 Packet Pg. 11 2.1.a b. Lots shall not front on highways, arterials or collector streets unless there is no other feasible access. Special access provisions, such as shared driveways, turnarounds or frontage streets may be required to minimize traffic hazards. All 14 proposed unit lots will access the central drive aisle (Tract 999) which connects with 80th Avenue W. This arrangement was approved as part of the associated design review and building permits. c. Each lot shall meet the applicable dimensional requirements of the zoning ordinance. Since this is a unit lot plat, the parent lot must comply with the development standards for the zone but the individual unit lots do not. In this case, there is no minimum lot width requirement in the RM-2.4 zone. The minimum lot area requirement of 2,400 sq. ft. per dwelling unit is met across the parent parcel. The parent lot is 43,649 sq. ft. (net) and dividing by 2,400 sq. ft. would yield a maximum of 18 possible dwelling units at the site; 14 units are proposed. d. Pedestrian walks or bicycle paths shall be provided to serve schools, parks, public facilities, shorelines and streams where street access is not adequate The subject property is primarily served by three area schools and is within a 1 mile walking distance of each: College Place Elementary, College Place Middle School, and Edmonds-Woodway High School. Sidewalks and crosswalks currently exist along the south side of 212th Street to reach Edmonds-Woodway and along the east side of 76th Avenue West to reach the College Place campus. 3. Dedications The city council may require dedication of land in the proposed subdivision for public use. b. Only the city council may approve a dedication of park land to satisfy the requirements of ECDC 20.75.090. The council may request a review and written recommendation from the planning advisory board. c. Any approval of a subdivision shall be conditioned on appropriate dedication of land for streets, including those on the official street map and the preliminary plat. In accordance with the City's Official Street Map, a 5-foot strip of the parent parcel adjacent to 80th Avenue W will be dedicated to the City as part of the platting process. This is shown on Sheet 2 of Attachment 3. A condition has been proposed. Brackett's Corner Preliminary Unit Lot Plat File No. PLN20170049 Page 10 of 13 Packet Pg. 12 2.1.a 4. Improvements. a. Improvements which may be required, but are not limited to, streets, curbs, pedestrian walks and bicycle paths, sidewalks, street landscaping, water lines, sewage systems, drainage systems and underground utilities. b. The person or body approving a subdivision shall determine the improvements necessary to meet the purposes and requirements of this chapter, and the requirements of. i. ECDC Title 18, Public Works Requirements, ii. Chapter 19.75, Fire Code, as to fire hydrants, water supply and access. This determination shall be based on the recommendations of the community development director, the public works director, and the fire chief. All civil improvements at the site were reviewed and approved by appropriate staff at the building permit stage in permit BLD20160598. These improvements are in the process of being installed and inspected. No additional physical site improvements are required for the unit lot plat. c. The use of septic systems maybe approved if all of the following conditions are met: i. It is more than 200 feet, multiplied by the number of lots in the proposed subdivision, from the nearest public sewer main to the nearest boundary of the land to be divided. ii. The land to be divided is zoned RS-20. iii. The public works director and city health officer determine that soil, drainage and slope conditions are satisfactory for septic use and that all requirements of WAC 248-95-090 are met. There are no septic systems included as part of the proposed project. 5. Flood Plain Management. All subdivisions shall comply with the criteria set forth in the Edmonds community Development code for flood plain management. The subject property is not located within a Flood Plain Management area. G. ECDC 20.75.090 — Park Land Dedication. According to ECDC 20.75.090, before or concurrent with the approval of the final plat of any subdivision, the subdivider shall dedicate land, pay a fee in -lieu of dedication, or do a combination of both, for park and recreational purposes. With the adoption of Ordinance 3934 in 2013, park impacts are addressed through the assessment of park impact fees in accordance with Edmonds City Code (ECC) Chapter 3.36. Park impact fees were assessed for the Brackett's Corner buildings at the time of issuance of building permits BLD2016-0599 — 0614. Brackett's Corner Preliminary Unit Lot Plat File No. PLN20170049 Page 11 of 13 Packet Pg. 13 2.1.a IV. STAFF RECOMMENDATION ON SUBDIVISION Based upon the Findings of Fact, Conclusions, and Attachments to this staff report, staff recommends the Hearing Examiner APPROVE the preliminary unit lot plat application in file PLN20170049 located at 8000 212th Street SW subject to the following conditions: 1. Prior to recording, the applicant must complete the following requirements: a. Complete the Engineering Division conditions listed "Required as a Condition of Subdivision" in Attachment 10. b. Make the following revisions to the plat: i. Add: "Conditions of approval must be met and can be found in the approval for the subdivision located in File No. PLN20170049 in the City of Edmonds Planning Division." c. Make sure all documents to be recorded meet the Snohomish County Auditor's requirements for recording. 2. A 5-foot strip of the parent parcel adjacent to 801h Avenue W shall be dedicated to the City. This area is shown on Sheet 2 of Attachment 3. 3. Submit draft homeowners' association documentation including requirements for future additions and modification, the maintenance of building exteriors, the use of guest parking stalls, and all other shared facilities. 4. Submit an updated copy of the title report with the documents proposed to be recorded. The title report must be prepared within 30 days of submittal for final review. 5. Submit two copies of the plan sheets to be recorded for City review and approval. Once approved, the City Clerk will record the documents at the Snohomish County Auditor's office. V. APPEAL Pursuant to ECDC 20.07.004, a party of record may submit a written appeal of a Type III- B decision to the Development Services Director within 14 days after the date of issuance of the decision. The appeal shall be made in writing and shall include all required information stated in ECDC 20.07.004(D) as well as the applicable fee. The appeal would be heard at a closed record hearing before the City Council according to the requirements of ECDC Chapter 20.07. VI. LAPSE OF APPROVAL Preliminary plat approval is valid for five years from the date of the issuance of the Hearing Examiner's decision, or, if appealed, from the date of the decision of the appeal body. Brackett's Corner Preliminary Unit Lot Plat File No. PLN20170049 Page 12 of 13 Packet Pg. 14 2.1.a VII. NOTICE TO COUNTY ASSESSOR The property owner may, as a result of the decision rendered by the hearing examiner, request a change in the valuation of the property by the Snohomish County Assessor's Office. VIII. PARTIES OF RECORD City of Edmonds 121— 5th Avenue North Edmonds, WA 98020 Jake Lyon Pride Ventures LLC 320 Dayton St., Suite 101 Edmonds, WA 98020 jake@prideventuresllc.com Lee Michaelis, AICP Theresa Tveit Puget Sound Planning 7924 212th St. SW, #106 24113 56th Ave. W Edmonds, WA 98026 Mountlake Terrace, WA 98043 tntveit2006@hotmail.com lee. michaelis@pugetsoundplan n ing.com Brackett's Corner Preliminary Unit Lot Plat File No. PLN20170049 Page 13 of 13 Packet Pg. 15 2.1.a City of Edmonds RECEIVED Land Use Application OCT 112017 0LVELOPMENT SERVICES rOLINTER ❑ ARCHITECTURAL DESIGN REVIEW ❑ COMPREHENSIVE PLAN AMENDMENT r ❑ CONDITIONAL USE PERMIT FILE # o ZONE 0 HOME OCCUPATION [GATE REC'DBY Inffi _ ❑ FORMAL SUBDIVISION ❑ SHORT SUBDIVISION FEE a RECEIPT # ❑ LOT LINE ADJUSTMENT HEARING DATE R ❑ PLANNED RESIDENTIAL DEVELOPMENT IL ❑ OFFICIAL STREET MAP AMENDMENT ❑STAFF ❑ PB ❑ ADB ❑ CC 0 ❑ STREET VACATION J ❑ REZONE ❑ SHORELINE PERMIT ❑ VARIANCE / REASONABLE USE EXCEPTION ❑ OTHER: ca C • PLEASE NOTE THAT ALL INFORMATION CONTAINED WITHIN THE APPLICATION IS A PUBLIC RECORD • PROPERTY ADDRESS OR LOCATION 8000 212th Street SW i IL PROJECT NAME (IF APPLICABLE) Brackett's Comer L PROPERTY OWNER Jake Lyon PHONE # (425) 422-0053 V ADDRESS 320 Dayton Street suite 101 Edmonds. WA 98020 M E-MAIL, jake@prideventureslic.com FAX# m _ �e TAX ACCOUNT # 003736003000103 SEC. 30 TWP. 27N RNG. 4E m DESCRIPTION OF PROJECT OR PROPOSED USE (ATTACH COVER LETTER AS NECESSARY) W rr The proposal is to subdivide and exsiting lot into 14 unit lot subdivision lots for the purpose of creating fee simple lots in an already C d approved project Each lot will contain one single family. Access to the 14 lots will be via Tract 999, a joint access and utility tract. E t t) DESCRIBE HOW THE PROJECT MEETS APPLICABLE CODES (ATTACH COVER LETTER AS NECESSARY) r See attached M C O APPLICANT Jake Lyon PHONE # (425) 422-0053 O ADDRESS 320 Dayton Street Suite 101 Edmonds, WA 98020 y L E-MAIL jakepprideventuresllc.com FAX # r CONTACT PERSON/AGENT Lee Michaelis AIM Puget Sound Planning PHONE # (425) 830.1046 � ADDRESS 24113 56th Ave W Mountlake Terrace, WA 98043 r E-MAIL lee.michaelis@pugetsoundplanninc.com FAX # t V The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees 1 release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete informatic furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowled€ and that I am authorized to file this applicati non th behalf f the er as listed below. SIGNATURE OF APPLICAN GEN DATE A) / COI Property Owner's Authorization I, TAy.rz L>(Op certify under the penalty of perjury under the laws of the State i Washington that the following is T b-- authorized the above Applicant/Agent to apply for tl subject land use application, and g icials and the staff of the City of Edmonds to enter tl subject property for the purposes o: is application. SIGNATURE OF OWNER 4� Attachment 1 DATE PLN20170049 -0220. Revised on 8122112 Packet Pg. 16 2.1.a Puget Sound Planning INS) land use consultinc October 10, 2017 Michael Clugston, AICP — Associate Planner City of Edmonds 12,1 G"4 A,4 t.:...VMor4ts, WA ggoZo RE: Brackett's Corner Unit Lot Subdivision Regulatory Compliance Narrative Michael, RECEIVED OCT 11 2017 DEVELOPMENT SERVICES COUNTER The purpose of this letter is to provide a narrative to address the requirements for preliminary approval of a Unit Lot Subdivision. The format of this letter follows Chapter 20.75.045 of the Edmonds Development Code A. Purpose As noted in the purpose statement. The purpose of the Unit Lot Subdivision is to create fee simple lots for the sale of attached townhomes. As detailed below the project complies with the dimensional and density requirements of the parent parcel and not the individual lots created through the proposed subdivision. The density for the project was determined to be in compliance with the underlying zone as evident by the issuance of Design Review Approval and subsequent Building Permits. B. Applicability The proposed subdivision is located within the RM2.4 zone which the city has designated as a multiple family zone and proposed townhouse use are acceptable uses to apply for a Unit Lot Subdivision. C. Association with Development The proposed subdivision is being submitted subsequent to the approval of a site development plan as part of Design Review (PLN20150050) and subsequent to the issuance of building permits for the individual dwelling units. D. Conformance with the Standards of the Parent Lot Minimum Lot Area: 2,400 per dwelling units. 14 dwelling units requires 33,600 square feet of lot area. The parent lot is 44,855 square feet Minimum Street Setback: 15'. The street setback on 2121" ST SW and 80th Ave W is labeled as 15 feet on the preliminary plat map. Minimum Side Setback: 10'. The west and south property line setbacks are labeled as 10 feet on the preliminary plat map. Maximum Height 25': The proposed structures, when complete, will not exceed 25 feet in height. Maximum Covers e: 45 Percent. Sheet 1 of the Preliminary Plat map provides lot coverage data for each individual lot. The parent parcel has a lot coverage of 18,760 square feet which is 43 percent of the Parent Parcel after right of way dedication. Parkins: Each unit provides two parking stalls within the garage of each house. In addition, there is one surface parking stall for every unit outside of the structures. There is no parking located within the front yard setbacks. Attachment 2 PLN20170049 •0 Packet Pg. 17 2.1.a October 10, 2017 E. Future Additions and Modifications It is acknowledged and accepted that any future platting actions, additions or modifications to the structure(s) may not create or increase any nonconformity of the parcel lot and that any changes requiring permitting that affect only the interior of building units will be evaluated for compliance with the requirements only for that unit. It is further acknowledged that any exterior changes will be evaluated for compliance by considering whether the parent lot would still comply with applicable development standards. Any application for such external changes will require authorization of all owners of affected unit lots or approval of the HOA where changes to commonly owned tracts are proposed. These requirements and conditions will be incorporated into the HOA covenants for the project. F. Homeowner's Association of Common Areas Tract 999 will be created and conveyed to the HOA upon recording of the final plat map. The purpose Tract 999 is to provide ingress and egress to each individual lot and to allow for the installation, maintenance and repair of the joint utility systems noted on the Preliminary Plat Map. This information will be recorded with the Final Plat Map as well as the HOA covenants that will be recorded against each lot within the plat. G. Maintenance Agreement for Building Exteriors All dwelling units within the subdivision are detached units and each homeowner will be responsible for the exterior of each building on their lot. H. Parking on Different Lots Allowed Required parking for each unit is on the respective lots. However, additional parking beyond the minimum required is located on another lot. Each parking stall and parking easement have been identified on Sheet 2 of the Preliminary Plat Map. I. Notice of Unit Lot The final plat map at submittal of Final Plat application will include a note stating that "The unit lots created through this subdivision are not a separate buildable lot and that additional development of the individual unit lots may be limited as a result of the application of development standards to the parent lot." J. Final Plat Submittal Timing It is acknowledged that Final Plat cannot be submitted until all foundations are installed and noted on the Final Plat Map. K. Review This application is being submitted for preliminary subdivision approval due to the lots exceeding five or more lots. Thank you for accepting and reviewing this document as part of the Brackett's Cornet Unit Lot Subdivision project submittal. If you should need additional information in the processing and review of this submittal, please contact me at lee.michaelis@pugetsoundplanning.com or (425) 830-1046. Sincerely, Puget Sound Planning Lee A. Michaelis, AICP Packet Pg. 18 Page 2 Brackett's Corner Unit Lot Subdivision - Pre limina 2.1.a nFnIrOTInN KNOW ALL MEN (PERSONS) BY THESE PRESENTS THAT, BRACKETT'S CORNER, LLC, A WASHINGTON LIMITED LIABILITY COMPANY, THE UNDERSIGNED OWNER, IN FEE SIMPLE OF THE LAND HEREBY PLATTED, AND WASHINGTON TRUST BANK, THE MORTGAGEE THEREOF, HEREBY DECLARE THIS PLAT AND DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS, AVENUES, PLACES OR WHATEVER PUBLIC PROPERTY THERE IS SHOWN ON THE PLAT AND THE USE FOR ANY AND ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES. ALSO, THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON LOTS, BLOCKS, TRACTS, ETC. SHOWN ON THIS PLAT IN THE REASONABLE ORIGINAL GRADING OF ALL THE STREETS, AVENUES, PLACES, ETC. SHOWN HEREON. ALSO, THE RIGHT TO DRAIN ALL STREETS OVER AND ACROSS ANY LOT OR LOTS WHERE WATER MIGHT TAKE A NATURAL COURSE AFTER THE STREET OR STREETS ARE GRADED. ALSO, ALL CLAIMS FOR DAMAGE AGAINST ANY GOVERNMENTAL AUTHORITY ARE WAIVED WHICH MAY BE OCCASIONED TO THE ADJACENT LAND BY THE ESTABLISHED CONSTRUCTION, DRAINAGE, AND MAINTENANCE OF SAID ROADS. FOLLOWING ORIGINAL REASONABLE GRADING OF ROADS AND WAYS HEREON, NO DRAINAGE WATERS ON ANY LOT OR LOTS SHALL BE DIVERTED OR BLOCKED FROM THEIR NATURAL COURSE SO AS TO DISCHARGE UPON ANY PUBLIC ROAD RIGHTS -OF -WAY TO HAMPER PROPER ROAD DRAINAGE THE OWNER OF ANY LOT OR LOTS, PRIOR TO MAKING ANY ALTERATION IN THE DRAINAGE SYSTEM AFTER THE RECORDING OF THE PLAT, MUST MAKE APPLICATION TO AND RECEIVE APPROVAL FROM THE DIRECTOR OF THE DEPARTMENT OF PUBLIC WORKS FOR SAID ALTERATION. ANY ENCLOSING OF DRAINAGE WATERS IN CULVERTS OR DRAINS OR REROUTING THEREOF ACROSS ANY LOT AS MAY BE UNDERTAKEN BY OR FOR THE OWNER OF ANY LOT SHALL BE DONE BY AND AT THE EXPENSE OF SUCH OWNER. BRACKETT'S CORNER, LLC, IN DEDICATING THIS PLAT OF BRACKETT'S CORNER HAS DESIGNATED TRACT 999 AS A PRIVATE INGRESS, EGRESS AND UTILITIES TRACT FOR THE USE AND BENEFIT OF THE RESIDENTS OF BRACKETT'S CORNER. THIS TRACT SO DESIGNATED IS NOT DEDICATED HEREBY FOR THE USE OF THE GENERAL PUBLIC, BUT IS HEREBY DEDICATED TO THE BRACKETT'S CORNER HOMEOWNER'S ASSOCIATION, TOGETHER WITH ALL MAINTENANCE OBLIGATIONS CONSISTENT WITH CITY CODE, AS MORE FULLY PROVIDED IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR BRACKETT'S CORNER, APPLICABLE HERETO AND RECORDED UNDER SNOHOMISH COUNTY RECORDING NO. WHICH SAID DOCUMENT IS HEREBY INCORPORATED AND MADE A PART OF THIS PLAT. IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS THIS DAY OF 201- BRACKETT'S CORNER LLC, A WASHINGTON LIMITED LIABILITY COMPANY RW JACOB D. LYON, MEMBER WASHINGTON TRUST BANK, A WASHINGTON CORPORATION B Y. IT; BY: ITS REPRESENTATIVE ACKNOWLEDGMENT STATE OF WASHINGTON ) ) SS COUNTY OF SNOHOMISH 1 I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT JACOB D, LYON IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS A MEMBER OF BRACKETT'S CORNER LLC, A WASHINGTON LIMITED LIABILITY COMPANY, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: (SIGNA (PRINT NAME). NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT MY APPOINTMENT EXPIRES BRACKETT'S CORNER A UNIT LOT SUBDIVISION SECTION 30, T.27N., RAE., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON FILE NO. PLN20170049 REPRESENTATIVE ACKNOWLEDGMENT STATE OF WASHINGTON ) ) SS COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT AND ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT, AND ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE AND RESPECTIVELY, OF WASHINGTON TRUST BANK TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: (SIGN (PRINT NAME) NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT MY APPOINTMENT EXPIRES TITLE ENCUMBRANCES THE PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF LOT CONSOLIDATION/BOUNDARY LINE ADJUSTMENT NO. PLN20160024, RECORDED UNDER AUDITOR'S FILE NO. 201609295001. THE PROPERTY IS SUBJECT TO AN EASEMENT IN FAVOR OF PUGET SOUND ENERGY, INC. FOR GAS AND UTILITY DISTRIBUTION SYSTEM AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 201706230292. THE LEGAL DESCRIPTION CONTAINED THEREIN IS INSUFFICIENT TO LOCATE ON THE GROUND. THE PROPERTY IS SUBJECT TO AN EASEMENT IN FAVOR OF PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMISH COUNTY AND FRONTIER COMMUNICATIONS NORTHWEST, INC. ELECTRIC DISTRIBUTION SYSTEM AND UTILITY SYSTEMAS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 201707120261 THE LEGAL DESCRIPTION CONTAINED THEREIN IS INSUFFICIENT TO LOCATE ON THE GROUND. 12 2017 O"ELOPMENT SEA;,, COUNTEF? LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE PLAT OF BRACKETT'S CORNER IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., AS REQUIRED BY STATE STATUTES; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; THAT THE MONUMENTS SHALL BE SET AND LOT AND BLOCK CORNERS SHALL BE STAKED CORRECTLY ON THE GROUND, THAT I FULLY COMPLIED WITH THE PROVISIONS OF THE APPROVALS: THE SURVEY DATE, LAYOUT OF STREETS, ALLEYS AND OTHER RIGHTS OF WAY, DESIGN OF BRIDGES, SEWAGE AND WATER SYSTEM AND OTHER STRUCTURES ARE APPROVED AND THE SUBJECT FINAL PLAT IS AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS ENGINEERING BY: EXAMINED AND APPROVED THIS DAY OF CITY OF EDMONDS PUBLIC WORKS DIRECTER 2018. THE SUBJECT FINAL PLAT CONFORMS TO THE APPROVED PRELIMINARY PLAT AND ALL CONDITIONS OF THE PRELIMINARY APPROVAL AND IS AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS PLANNING DIVISION BY: EXAMINED AND APPROVED THIS DAY OF CITY OF EDMONDS & DEVELOPMENT SERVICES DIRECTOR EXAMINED AND APPROVED THIS MAYOR, CITY OF EDMONDS TREASURER'S CERTIFICATE 2018. DAY OF . 201& ATTEST, CITY CLERK I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE LEVIED AGAINST THE PROPERTY DESCRIBED HEREIN, ACCORDING TO THE BOOKS AND RECORDS OF MY OFFICE, HAVE BEEN FULLY PAID AND DISCHARGED, INCLUDING TAXES. BY: BY: KIRKE SIEVERS TREASURER, SNOHOMISH COUNTY DEPUTY COUNTY TREASURER AUDITOR'S CERTIFICATE FILED FOR RECORD AT THE REQUEST OF JEFFREY T. TREIBER THIS DAY OF 2017 , AT MINUTES PAST M, AND RECORDED IN VOLUME OF PLATS, PAGES AFN , RECORDS OF SNOHOMISH COUNTY. WASHINGTON. CAROLYN WEIKEL BY: AUDITOR, SNOHOMISH COUNTY DEPUTY COUNTY AUDITOR STATE AND LOCAL STATUTES AND REGULATIONS GOVERNING PLATTING. AFN JEFFREY T. TREIBER DATE REGISTERED PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 22969 Attachment 3 PLN20170049 102/H7 IN LOT 1, BLOCK 3, ALDERWOOD MANOR NO. 9 VOLUME 10 OF PLATS, PAGE 6 IN NW1/4 OF THE NE1/4, SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. LOVELL-SAUERLAND & ASSOCIATES, INC. 19217 36TH AVENUE W., SUITE 106 LYNNWOOD, WASHINGTON 98036 425.775.1591 LSA FILE NO. 5537 SHEET 1 OF 9 2.1.a BRACKETT'S CORNER A UNIT LOT SUBDIVISION SECTION 30, T.27N., RAE., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON FILE NO. PLN20170049 I o U I ;-10MESTEAD IN E01\Aoj\JOS CoiNDOMINIUNI 00 < i (VOLUME 64, PAGES 200 212) I J 0- z L—`- ----- I -----------------------J a o 212th STREET S.W. [BASIS OF BEARINGS] N BB-51'32" W-462,14' (M,CC) - 252.18' (M,C) A - EX. CASED 4"x4' CONCRETE MONUMENT WITH 1-3/4" BRASS , of 209,97 (M,CC) `. 90'30'15" - EX. CASED 4"x4" DISC WITH "X" MARK "RMA oo of (HELD PER CC) CONCRETE MONUMENT WITH 1-3/4" BRASS DISC WITH STAMPED 7892" nl X" MARK --- _---- N 88'61'32- W-184,97' 46.24 47.25' +1.25 41.32 1 25 I 30' 1 L=15.62'1 14.91' I 1 1 w w R=10.00. 14 13 12 I'm 11 — r -1fJ V ri �2,574 2,666 Sq Ft 2,362 Sq Ft 2,346 Sq Ft 6 Q o'r' 2,871 S Ft Sq Ft (NET) 2,279 Sq Ft (NET)8 2,264 Sq Ft(NET)2,769 Sq Ft (NET)I I 111 I x x I x — — I I — 46.26' 41.25' 4. 51.23' I P — — ns.9a — — —-14 1 r TRACT3999 I o I d w 9,072 Sq Ft v' 1 17 N 89'2 '43' W N 89'22'43" W 109-13' ^�0 C�j 1 °i � 5D.86' t 20.00' r 47.00' 62.13' a � 13 m 10 �. 9 8 13 tL i� I 7tL? }�, x y 2,381 Sq Ft u 2,200 Sq Ft g v 2,908 Sq Ft 2,190 Sq Ft (NET) 2,017 Sq Ft (NET) 2,784 Sq Ft (NET) i o w I LLI I x N N o � L�11 '22I w N Z LI l I L N 84'2 '43" W N 8932'43" W o o W >Z/)H8843W — •� I w 47. D' St13' ' az Q12 I 7 cJ g Z �a L < O 6 r I 2,382 Sq Ft m g $ m 2,200 Sq Ft wz a ry M w I �'� 2.908 Sq Ft I ' M1 I 2,190 Sq Ft (NET) z x v 2,017 Sq Ft (NET) o'$ 2,784 Sq Ft (NET) Z o 1ti TRACT z j 8 o w" Ury o I I - — J < 50.84 120.00' ( 47AD' 62.13' ~ Q o I n z a N 89'2243 W N 89'22'43 W 1D4.73 m 0 TRACT 999 I — T 9,072 Sq Ft W w F w 46.29' 41.25' 41.25' oo i. o 1 l w w w 7 FJ 1 U I 110I 114 'N r zy 1" W I Z 1 i 1 2,420 q Ft $ 2,144 Sq Ft g n 2,1332Sq Ft $ 2,6341Sq Ft I m� 1 l 1 f f 2.327 Sq Ft (NET) z 2,062 Sq Fl(NET)x 2,051 Sq Ft (K j; 2,561 Sq F!(NET� o r 1 N 89'44'55" i 185.04' f l I 1 r I I a 3 2 I 1 1 II 7 11/12/17 SJESTA PARK DIVISION 2 I 30' o 30' (VOLUME 17, PAGE 20) I 0 216th STREET S.W. EX. CASED 4"x4" CONCRETE MONUMENT WITH 1-3/4" BRASS DISC WITH "X" MARK N SCALE : 1"=30' W E 0' 15' 30, 45' 60' S LEGAL DESCRIPTION LOT 1, BLOCK 3 OF ALDERWOOD MANOR NO, 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE WEST 453.56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET. ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1,BLOCK 3 OF ALDERWOOD MANOR NO. 9, ACCORDING TO THE PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON BASIS OF BEARINGS N 85'51'32" W - NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T.27N., R.4E., W.M. PER NAD 83/91 SURVEY DATA EQUIPMENT: TRIMBLE S6 ELECTRONIC TOTAL STATION METHOD: FIELD TRAVERSE ACCURACY: CONFORMS TO WAC 332-130-090 MONUMENTS VISITED: JULY B, 2015 LEGEND (M) = MEASURED COURSE AND/OR DISTANCE (P) = COURSE AND/OR DISTANCE PER PLAT OF ALDERWOOD MANOR NO. 9 (RECORDED IN VOLUME 10 OF PLATS, PAGE 6) (CC) = COURSE, DISTANCE AND/OR DELTA PER PLAT OF COOPER'S CREST (RECORDED UNDER A.F. NO. 200803145175) QQ = EXISTING MONUMENT AS DESCRIBED • = SET 1/2" X 18" REBAR WITH CAP STAMPED LSA 22969 OR NAIL WITH BRASS WASHER NO'D 22969 ADDRESSES LOT 1 - 21290 BOTH AVENUE W. LOT 2 - 21294 80TH AVENUE W. LOT 3 - 21296 BOTH AVENUE W. LOT 4 - 21298 BOTH AVENUE W. LOT 5 - 21270 BOTH AVENUE W. LOT 6 - 21274 BOTH AVENUE W. LOT 7 - 21276 BOTH AVENUE W. LOT 8 - 21250 BOTH AVENUE W. LOT 9 - 21254 BOTH AVENUE W. LOT 10 - 21256 BOTH AVENUE W. LOT 11 - 21230 BOTH AVENUE W. LOT 12 - 21234 BOTH AVENUE W. LOT 13 - 21236 BOTH AVENUE W. LOT 14 - 21238 BOTH AVENUE W. AFN IN LOT 1, BLOCK 3, ALDERWOOD MANOR NO. 9 VOLUME 10 OF PLATS, PAGE 6 IN NW1/4 OF THE NE1/4, SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. LOVELL-SAUERLAND 8, ASSOCIATES, INC. 19217 36TH AVENUE W., SUITE 106 LYNNWOOD, WASHINGTON 98036 425.775.1591 LSA FILE NO. 5537 SHEET 2 OF 9 2.1.a RESTRICTIONS 1. CONDITIONS OF APPROVAL MUST BE MET AND CAN BE FOUND IN THE FINAL APPROVAL FOR THE SUBDIVISION LOCATED IN FILE NO. PLN20170049 IN THE CITY OF EDMONDS PLANNING DIVISION. 2. ALL UTILITIES PROVIDING SERVICE TO THE LOTS IN THIS SUBDIVISION SHALL BE UNDERGROUND. HOLD HARMLESS AGREEMENT OWNERS, AND ALL PERSONS HAVING ANY PRESENT OR SUBSEQUENT OWNERSHIP INTEREST IN THESE LANDS, AND THE SUCCESSORS AND ASSIGNS OF OWNERS OR OTHER PARTIES HAVING ANY SAID INTEREST, HEREBY AGREE THAT THE CITY OF EDMONDS SHALL BE HELD HARMLESS IN ALL RESPECTS FROM ANY AND ALL CLAIMS FOR DAMAGES FOR INJUNCTIVE RELIEF WHICH MAY BE OCCASIONED NOW OR IN THE FUTURE TO ADJACENT LAND OR IMPROVEMENTS BY REASON OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE DRAINAGE SYSTEM, AND HEREBY WAIVE AND RELEASE THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR DAMAGES, EXCLUDING DAMAGE CAUSED SOLELY BY AN ACT OR OMISSION OF SAID CITY, AND INJUNCTIVE RELIEF WHICH THE OWNERS, OR THEIR SUCCESSORS OR ASSIGNS, MAY THEMSELVES HAVE NOW OR IN THE FUTURE BY REASON OF THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID DRAINAGE SYSTEM, EASEMENT PROVISIONS 1 AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ALL UTILITIES SERVING SUBJECT PLAT AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON TRACT 999, AND UNDER AND UPON THE EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING THE PUBLIC STREET FRONTAGE IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND CONDUITS, CABLES, PIPE AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, TELEVISION CABLE AND OTHER UTILITY SERVICES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AND TRACT 999 AT ALL TIMES FOR THE PURPOSES HEREIN STATED. 2. AN EASEMENT FOR INGRESS AND EGRESS IS HEREBY CONVEYED UNTO ALL PURVEYORS OF EMERGENCY SERVICES OVER, ACROSS, THROUGH AND UPON TRACT 999, AS SHOWN HEREON. 3. A PERMANENT ACCESS EASEMENT IS HEREBY GRANTED TO THE CITY OF EDMONDS FOR ACCESS TO THE PRIVATE STORMWATER FACILITIES LOCATED WITHIN TRACT 999, AND LOTS 1 THROUGH 14 . ACCESS SHALL BE FOR INSPECTION PURPOSES TO ENSURE THAT STORMWATER FACILITIES ARE PROPERLY OPERATED AND MAINTAINED IN ACCORDANCE WITH CITY OF EDMONDS CODE, EXAMINED AND APPROVED THIS DAY OF , 2018. CITY OF EDMONDS PUBLIC WORKS DIRECTER THE SUBJECT FINAL PLAT CONFORMS TO THE APPROVED PRELIMINARY PLAT AND ALL CONDITIONS OF THE PRELIMINARY APPROVAL AND IS AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS PLANNING DIVISION BY: EXAMINED AND APPROVED THIS DAY OF 2018. CITY OF EDMONDS & DEVELOPMENT SERVICES DIRECTOR EXAMINED AND APPROVED THIS DAY OF MAYOR, CITY OF EDMONDS ATTEST, CITY CLERK 2018. BRACKETT'S CORNER A UNIT LOT SUBDIVISION SECTION 30, T.27N., R.4E., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON FILE NO. PLN20170049 STORMWATER DETENTION PROVISIONS A STORMWATER DETENTION FACILITIES ARE TO BE CONSTRUCTED ON THE PROPERTY FOR THE BENEFIT OF LOTS 1 THROUGH 14, AND TRACT 999 AS APPROVED BY THE CITY OF EDMONDS. REFER TO SHEET 4 FOR THE LOCATION and NUMBER OF EACH FACILITY OF THE FACILITIES. THE APPROVED PLANS ARE ON FILE WITH THE CITY OF EDMONDS UNDER FILE NUMBER PLN20170049, CONSISTENT WITH THIS APPROVAL, AND ACCORDING TO THE STORMWATER SYSTEM DESIGN REPORT, THE INDIVIDUAL LOTS HAVE BEEN ALLOTTED THE FOLLOWING AMOUNTS OF IMPERVIOUS SURFACE: • INDICATES IMPERVIOUS AREA ON THE LOT WHICH IS DIRECTED TO THE SYSTEMS INSTALLED IN TRACT 999 FOR THE ROADWAY REFER TO SHEET FOR THE LOCATION OF THE TRENCHES LOT NUMBER ROOF AREA TRENCH NO. ONSITE WALK *ROADWAY WALKS ON LOT TOTAL IMPERVIOUS 1 1,484 SQ. FT. 1 0 217 SQ, FT. 1,701 SO, FT. 2 2,191 SO. FT. 2 0 265 SQ. FT. 1,749 SQ. FT. 3 2.807 SQ. FT. 3 0 296 SQ. FT. 1.780 SQ. FT. 4 1,484 SQ. FT. 4 0 178 SQ FT. 1,662 SQ. FT. 5 1,709 SQ FT. 5 90 SO. FT. 264 SQ FT. 2.063 SQ. FT. 6 1,709 SO. FT. 7 0 570 SQ, FT, 2.279 SQ. FT. 7 1.709 SQ. FT. 7 0 378 SQ FT. 2,087 SQ FT. 8 1,709 SQ FT, 8 90 SQ. FT. 388 SQ. FT. 2,187 SO. FT. 9 1,709 SO. FT. 7 0 571 SQ FT. 2,280 SQ FT. 10 1,709 SQ. FT, 10 0 294 SQ. FT. 2.003 SQ FT. 11 1,484 SQ. FT. 11 0 114 SQ. FT. 1.598 SQ FT. 12 1,484 SQ. FT. 13 0 297 SQ FT. 1.781 SQ FT. 13 1.484 SQ. FT. 14 0 297 SQ. FT_ 1.781 SQ FT. 14 1,484 SQ. FT. 15 0 198 SQ. FT. 1.682 SQ. FT. TOTAL ROOFS TOTAL WALKS TRACT 999 22,126 SQ FT. 180 SO. FT_ TOTAL TO TRACT 999 IMPERVIOUS AREA 6 & 9 4.327 SO. FT. 0 8,922 SQ. FT. 13,249 SQ FT. TOTAL PROJECT IMPERVIOUS AREA 35,555 SQ. FT LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE PLAT OF CREEKSIDE URBAN CENTER IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 30, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M., AS REQUIRED BY STATE STATUTES; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; THAT THE MONUMENTS SHALL BE SET AND LOT AND BLOCK CORNERS SHALL BE STAKED CORRECTLY ON THE GROUND, THAT I FULLY COMPLIED WITH THE PROVISIONS OF THE STATE AND LOCAL STATUTES AND REGULATIONS GOVERNING PLATTING. AFN JEFFREY T. TREIBER DATE REGISTERED PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 22969 oAa/17 IN LOT 1, BLOCK 3, ALDERWOOD MANOR NO. 9 VOLUME 10 OF PLATS, PAGE 6 IN NW1/4 OF THE NE1/4, SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. LOVELL-SAUERLAND & ASSOCIATES, INC. 19217 36TH AVENUE W., SUITE 106 LYNNWOOD, WASHINGTON 98036 425.775.1591 LSA FILE NO. 5537 SHEET 2.1.a BRACKETT'S CORNER A UNIT LOT SUBDIVISION SECTION 30, T.27N., R.4E., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON FILE NO. PLN20170049 212th STREET S.W. — [BASIS OF BEARINGS] N 88'51'32" W-462.14' (M,CC) 209.97' (M,CC) - - --- - 90'30'15" 001 (HELD PER CC) of MI 1 —�---_— N 68'51'32 W-184,97' INflL TRENCH 015 INFI INFILTRATION TRENCH #14 TRENCH #13 `INFILTRATION TRENCH #12 14 1 13 1 12 1 11 INFILTRATION INFILTRATION TRENCH #10 TRENCH ►9 25' I 30' I I I TRACT 999 1 < INFILTRATION IJ N a TRENCH #11 10 9 8 a w INFILTRATION �o o INFILTRATION TRENCH #8 M N o0 TRENCH #7 r W. N w ^ o o �z INFILTRATION o x m TRENCH # 5 z .a Mw 7 6 5 .t N U � INFILTRATION INFILTRATION '_TRENCH INFILTRATION U N o TRENCH #4 #g TRENCH # 2 o N Z n2 ^w INFILTRATION i� zw TRENCH #3 INFILTRATION 'Mo TRENCH #1 0 z 4 2 1 I 2�00• 1 N 89.44'W WF1a5,04' .I_,_. I ------ W z W Q L 00 DECLARATION OF COVE STORMWATER FACILITY) WHEREAS, THE UNDERSIGNED DECLARANT(S) HAVE INSTALLED A STORMWATER FACILITY UNDER EDMONDS COMMUNITY DEVELOPMENT CODE CHAPTER 18.30 KNOWN AS A 'LOW IMPACT DEVELOPMENT BEST MANAGEMENT PRACTICES (LID BMP)" IN LIEU OF OTHER REQUIRED MORE CONVENTIONAL STORMWATER SYSTEMS, AS SELECTED BELOW: ❑ PERMEABLE PAVEMENT ❑ DRYWELL ❑ RAIN GARDEN/BIORETENTION CELL ❑ GRAVELLESS CHAMBER ® INFILTRATION TRENCH ❑ OTHER DRYWELL 1. DECLARANT(S) WARRANT THAT THEY ARE THE OWNERS OF THE PROPERTY DESCRIBED HEREIN AND HAVE THE AUTHORITY TO IMPOSE THIS COVENANT ON THE PROPERTY AND BIND ALL FUTURE OWNERS, SUCCESSORS, AND ASSIGNS OF THE DECLARANT(S). THE DECLARANT(S), FUTURE OWNERS, SUCCESSORS, AND ASSIGNS OF THE DECLARANT(S) SHALL BE REFERRED TO COLLECTIVELY AS "OWNERS." 2. THE OWNERS OF THE PROPERTY DESCRIBED HEREIN AGREE THAT THE PROPERTY CONTAINS A STORMWATER MANAGEMENT FACILITY CALLED A "LID BMP," WHICH WAS INSTALLED TO MITIGATE THE STORMWATER QUANTITY AND QUALITY IMPACTS OF SOME OR ALL OF THE IMPERVIOUS OR NON-NATIVE PERVIOUS SURFACES ON THE PROPERTY. "LOW IMPACT DEVELOPMENT" MEANS DEVELOPMENT CONDUCTED IN A WAY THAT SEEKS TO MINIMIZE OR COMPLETELY PREVENT ALTERATIONS TO THE NATURAL HYDROLOGY OF THE SITE. LOW IMPACT DEVELOPMENT INCLUDES SITE PLANNING AND DESIGN TO REDUCE ALTERATIONS OF NATURAL SOIL AND VEGETATION COVER, MINIMIZE IMPERVIOUS SURFACES, AND SPECIFIC PRACTICES THAT HELP TO REPLICATE NATURAL HYDROLOGY SUCH AS PERMEABLE PAVEMENTS, GREEN ROOFS, SOIL AMENDMENTS, BIORETENTION SYSTEMS, AND DISPERSION OF RUNOFF. 3. THE OWNERS OF THE PROPERTY DESCRIBED HEREIN SHALL MAINTAIN THE SIZE, PLACEMENT, AND DESIGN OF THE LID BMP AS DEPICTED ON THE APPROVED SITE PLAN (SEE MAP AT LEFT), AND DESIGN DETAILS SHALL BE MAINTAINED AND MAY NOT BE CHANGED WITHOUT WRITTEN APPROVAL EITHER FROM THE ENGINEERING DIVISION OF THE CITY OF EDMONDS OR THROUGH A FUTURE DEVELOPMENT PERMIT FROM THE CITY OF EDMONDS. CHEMICAL FERTILIZERS AND PESTICIDES SHALL NOT BE USED WHERE LID BMP IS LOCATED. . ALL COSTS OF MAINTENANCE AND REPAIR SHALL BE THE SOLE RESPONSIBILITY OF THE OWNERS 4, THE OWNERS OF THE PROPERTY DESCRIBED HEREIN SHALL INSPECT LID BMPS ANNUALLY FOR PHYSICAL DEFECTS. AFTER MAJOR STORM EVENTS, THE SYSTEM SHALL ALSO BE CHECKED TO ENSURE THAT THE OVERFLOW SYSTEM 15 WORKING PROPERLY. THE OWNERS ALSO SHALL MAINTAIN ALL LID BMP SO IT FUNCTIONS AS DESIGNED ON A YEAR-ROUND BASIS. 5. THE CITY OF EDMONDS IS HEREBY GRANTED BY THE OWNERS THE RIGHT, BUT NOT THE OBLIGATION, TO ENTER UPON THE PROPERTY DESCRIBED HEREIN AT ALL REASONABLE TIMES FOR THE PURPOSE OF INSPECTING THE PRIVATE STORMWATER LID 8MP FACILITY. IF, AS THE RESULT OF ANY SUCH INSPECTION THE CITY OF EDMONDS DETERMINES THAT THE LID BMP IS IN DISREPAIR, REQUIRES MAINTENANCE OR REPAIR, OR IS OTHERWISE NOT FUNCTIONING AS PROVIDED IN THE BMP SITE PLAN, THE CITY ENGINEER OR HIS DESIGNEE SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION, TO ORDER THE OWNERS OF THE PROPERTY DESCRIBED ON EXHIBIT A TO MAINTAIN OR REPAIR THE SAME. 6, IF THE CITY OF EDMONDS DETERMINES THAT THE LID BMP REQUIRES MAINTENANCE OR REPAIR PURSUANT TO SECTION 5, THE CITY OF EDMONDS SHALL PROVIDE NOTICE TO THE OWNERS OF THE DEADLINE WITHIN WHICH SUCH MAINTENANCE OR REPAIR MUST BE COMPLETED: SAID NOTICE MAY FURTHER ADVISE THAT, SHOULD THE VIOLATOR FAIL TO PERFORM REQUIRED MAINTENANCE OR MAKE REPAIRS WITHIN THE ESTABLISHED DEADLINE, THE WORK MAY BE DONE BY THE CITY OR A CONTRACTOR DESIGNATED BY THE CITY ENGINEER AND THE EXPENSE THEREOF SHALL BE CHARGED TO THE OWNERS. THE CITY' S OFFICERS, AGENTS, EMPLOYEES, AND CONTRACTORS SHALL HAVE THE RIGHT, WHICH IS HEREBY GRANTED BY THE OWNERS, TO ENTER UPON THE PROPERTY DESCRIBED ON EXHIBIT A IN ORDER TO PERFORM SUCH WORK. THE OWNERS SHALL BEAR THE COST OF ALL WORK PERFORMED. 7. THE OWNERS SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONDS, ITS OFFICERS, OFFICIALS, EMPLOYEES AND AGENTS FROM ANY AND ALL CLAIMS, DEMANDS, SUITS, PENALTIES, LOSSES, DAMAGES, JUDGMENTS, ATTORNEYS' FEES AND/OR COSTS OF ANY KIND WHATSOEVER, ARISING OUT OF OR IN ANY WAY RESULTING FROM THE APPROVAL OF THE LID BMP, THE INSTALLATION AND PRESENCE OF THE LID BMP, AND THE ACTS OR OMISSIONS OF THE OWNERS, THEIR OFFICERS, EMPLOYEES, CONTRACTORS, AND AGENTS RELATING TO THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE LID BMPS ON THE PROPERTY, EXCEPT FOR THE CITY' S INTENTIONAL AND WILLFUL TORTIOUS ACTS, AND WAIVE AND RELEASE THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR DAMAGES AND INJUNCTIVE RELIEF WHICH THE OWNERS MAY THEMSELVES HAVE NOW OR IN THE FUTURE, BY REASON OF THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID LID BMPS, THIS COVENANT SHALL RUN WATH THE LAND AND BE BINDING UPON THE DECLARANT(S), AS THE OWNER OF THE PROPERTY HEREIN DESCRIBED, AND ON DECLARANT' S SUCCESSORS AND ASSIGNS AS TO SUCH PROPERTY. N AFN SCALE : 1"=30'� T. T� IN LOT 1, BLOCK 3, ALDERWOOD MANOR NO. 9 W ff 0.% �'f VOLUME 10 OF PLATS, PAGE 6 D' 15' 30' 45' 60' r� �� IN NW1/4 OF THE NE1/4, SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. s LOVELL-SAUERLAND & ASSOCIATES, INC. 19217 36TH AVENUE W., SUITE 106 �0WAL ,,1.1110 LYNNWOOD, WASHINGTON 98036 425.775.1591 LSA FILE NO. 5537 Mzlrl SHEET 4 OF 9 Packet Pg. 22 2.1.a LOT 1 THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A: TRACT A: LOT 1, BLOCK 3 OF ALDERWOOD MANOR NO. 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON: EXCEPT THE WEST 453.56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET. ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 IN BLOCK 3 OF ALDERWOOD MANOR NO. 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 89'44'55" WEST ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 5.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 51.25 FEET; THENCE NORTH 89'22'43" WEST, A DISTANCE OF 51,23 FEET; THENCE SOUTH 0'37'17" WEST, A DISTANCE OF 51.58 FEET; THENCE SOUTH 89'44'55" EAST, A DISTANCE OF 51,23 FEET TO THE POINT OF BEGINNING. LOT 2 THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A: TRACT A: LOT 1, BLOCK 3 OF ALDERWOOD MANOR N0. 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE WEST 453,56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET. ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 IN BLOCK 3 OF ALDERWOOD MANOR NO. 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 89'44'55" WEST ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 56.23 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'44'55" WEST, A DISTANCE OF 41"25 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 51.85 FEET; THENCE SOUTH 89'22'43" EAST, A DISTANCE OF 41.25 FEET; THENCE SOUTH 0'37'17" WEST, A DISTANCE OF 51.58 FEET TO THE TRUE POINT OF BEGINNING. LOT 3 THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A: TRACT A LOT 1, BLOCK 3 OF ALDERWOOD MANOR NO. 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON: EXCEPT THE WEST 453.56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET. ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 IN BLOCK 3 OF ALDERWOOD MANOR NO. 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 89'44'55" WEST ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 97.48 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'44'55" WEST, A DISTANCE OF 41.25 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF SZ12 FEET; THENCE SOUTH 89'22'43" EAST, A DISTANCE OF 41.25 FEET; THENCE SOUTH 0'37'17" WEST; A DISTANCE OF 51.85 FEET TO THE TRUE POINT OF BEGINNING. 11/1.2/17 BRACKETT'S CORNER A UNIT LOT SUBDIVISION SECTION 30, T.27N., R.4E., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON FILE NO. PLN20170049 LOT 4 THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A: TRACT A: LOT 1, BLOCK 3 OF ALDERWOOD MANOR NO. 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE WEST 453.56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET. ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 IN BLOCK 3 OF ALDERWOOD MANOR NO. 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 89'44'55" WEST ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 138.73 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'44'55" WEST, A DISTANCE OF 46.31 FEET TO THE SOUTHWEST CORNER THEREOF; THENCE NORTH 0'38'13" EAST, ALONG THE WEST LINE THEREOF, A DISTANCE OF 52.41 FEET; THENCE SOUTH 89'22'43" EAST, A DISTANCE OF 46.29 FEET; THENCE SOUTH 0'37'17" WEST, A DISTANCE OF 52.12 FEET TO THE TRUE POINT OF BEGINNING LOT 5 THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A TRACT A: LOT 1, BLOCK 3 OF ALDERWOOD MANOR NO. 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE WEST 453.56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET. ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT IIN BLOCK 3 OF ALDERWOOD MANOR N0, 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 89'44'55" WEST, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 5.00 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 71.25 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 89'22'43" WEST, A DISTANCE OF 62.13 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 46.81 FEET; THENCE SOUTH 89'22'43" EAST, A DISTANCE OF 62.13 FEET; THENCE SOUTH 0'37'17" WEST, A DISTANCE OF 46.81 FEET TO THE TRUE POINT OF BEGINNING. LOT 6 THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A: TRACT A LOT 1, BLOCK 3 OF ALDERWOOD MANOR NO, 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE WEST 453,56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET. ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 IN BLOCK 3 OF ALDERWOOD MANOR NO, 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 89'44'55" WEST, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 5.00 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 71.25 FEET; THENCE NORTH 89'22'43" WEST, A DISTANCE OF 62"13 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'22'43" WEST, A DISTANCE OF 47.00 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 46.81 FEET; THENCE SOUTH 89'22'43" EAST, A DISTANCE OF 47.00 FEET; THENCE SOUTH 0'37'17" WEST, A DISTANCE OF 46,81 FEET TO THE TRUE POINT OF BEGINNING. LOT 7 THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A: TRACT A: LOT 1, BLOCK 3 OF ALDERWOOD MANOR NO 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE WEST 453.56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET. ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 IN BLOCK 3 OF ALDERWOOD MANOR Na 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PACE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 89'44'55" WEST, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 5.00 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 71.25 FEET; THENCE NORTH 89'22'43" WEST, A DISTANCE OF 129.13 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'22'43" WEST, A DISTANCE OF 50.89 FEET TO THE WEST LINE THEREOF; THENCE NORTH 0'38'13" EAST, ALONG SAID WEST LINE, A DISTANCE OF 46.81 FEET; THENCE SOUTH 89'22'43" EAST, A DISTANCE OF 50,87 FEET; THENCE SOUTH 0'37'17" WEST, A DISTANCE OF 46.81 FEET TO THE TRUE POINT OF BEGINNING. LOT 8 THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A: TRACT A: LOT 1, BLOCK 3 OF ALDERWOOD MANOR Na 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE WEST 453.56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET. ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 IN BLOCK 3 OF ALDERWOOD MANOR NO. 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 89'44'55" WEST, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 5.00 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 118.06 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 89'22'43" WEST, A DISTANCE OF 62.13 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 46.01 FEET; THENCE SOUTH 89'22'43" EAST, A DISTANCE OF 62.13 FEET; THENCE SOUTH 0'37'17" WEST, A DISTANCE OF 46.81 FEET TO THE TRUE POINT OF BEGINNING. LOT 9 THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A: TRACT A: LOT 1, BLOCK 3 OF ALDERWOOD MANOR NO. 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE WEST 453.56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET. ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 IN BLOCK 3 OF ALDERWOOD MANOR NO, 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 89'44'55" WEST, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 5.00 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 118.06 FEET; THENCE NORTH 89'22'43" WEST, A DISTANCE OF 62.13 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'22'43" WEST, A DISTANCE OF 47.00 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 46.81 FEET; THENCE SOUTH 89'22'43" EAST, A DISTANCE OF 47.00 FEET; THENCE SOUTH 0'17'17" WEST, A DISTANCE OF 46.81 FEET TO THE TRUE POINT OF BEGINNING. AFN IN LOT 1, BLOCK 3, ALDERWOOD MANOR NO. 9 VOLUME 10 OF PLATS, PAGE 6 IN NW1/4 OF THE NE1/4, SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. LOVE LL-SAUERLAND & ASSOCIATES, INC. 19217 36TH AVENUE W., SUITE 106 LYNNWOOD, WASHINGTON 98036 425.775.1591 LSA FILE NO. 5537 SHEET 5 OF 9 BRACKETT'S CORNER 2.1.a LOT 10 THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A: TRACT A: LOT 1, BLOCK 3 OF ALDERWOOD MANOR NO. 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE WEST 453,56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET. ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 IN BLOCK 3 OF ALDERWOOD MANOR NO. 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 89'44'55" WEST, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 5.00 FEET; THENCE NORTH 0'37'17- EAST, A DISTANCE OF 118.06 FEET; THENCE NORTH 89'22'43" WEST, A DISTANCE OF 129.13 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'22'43" WEST, A DISTANCE OF 50.87 FEET TO THE WEST LINE THEREOF; THENCE NORTH 0'38'13" EAST, ALONG THE WEST LINE THEREOF, A DISTANCE OF 46.81 FEET; THENCE SOUTH 89'22'43" EAST, A DISTANCE OF 50.86 FEET; THENCE SOUTH 0'17'17" WEST, A DISTANCE OF 46.81 FEET TO THE POINT OF BEGINNING. LOT 11 THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A: TRACT A: LOT 1, BLOCK 3 OF ALDERWOOD MANOR NO, 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON: EXCEPT THE WEST 453.56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET, ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 IN BLOCK 3 OF ALDERWOOD MANOR NO. 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 89*44.55" WEST, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 5.00 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 184.87 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 89'22'43" WEST, A DISTANCE OF 51.23 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 56.69 FEET TO THE NORTH LINE THEREOF; THENCE SOUTH 89'51'32" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 41.32 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 10.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE AND CONSUMING A CENTRAL ANGLE OF 89-28-49", AN ARC DISTANCE OF 15.62 FEET; THENCE SOUTH 0'37'17- WEST, ALONG THE EAST LINE THEREOF A DISTANCE OF 46.32 FEET TO THE TRUE POINT OF BEGINNING. IIAZ/17 A UNIT LOT SUBDIVISION SECTION 30, T.27N., RAE., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON FILE NO. PLN20170049 111101spi THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A: TRACT A: LOT 1, BLOCK 3 OF ALDERWOOD MANOR NO. 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE WEST 453.56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET_ ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 IN BLOCK 3 OF ALDERWOOD MANOR NO. 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 89'44'55" WEST, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 5,00 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 184.87 FEET; THENCE NORTH 89'22'43" WEST, A DISTANCE OF 51.23 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'22'43" WEST, A DISTANCE OF 41.25 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 57.06 FEET TO THE NORTH LINE THEREOF; THENCE SOUTH 89'51'32" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 41.25 FEET; THENCE SOUTH 0'37'17" WEST, A DISTANCE OF 56.69 FEET TO THE TRUE POINT OF BEGINNING. AellmK1 THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A: TRACT A: LOT 1, BLOCK 3 OF ALDERWOOD MANOR NO. 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE WEST 453.56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET. ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 IN BLOCK 3 OF ALDERWOOD MANOR NO. 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 89'44'55" WEST, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 5.00 FEET; THENCE NORTH 037'17" EAST, A DISTANCE OF 154.87 FEET; THENCE NORTH 89'22'43" WEST, A DISTANCE OF 92.48 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'22'43" WEST, A DISTANCE OF 41.25 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 57.44 FEET TO THE NORTH LINE THEREOF; THENCE SOUTH 89'51'32" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 41.25 FEET; THENCE SOUTH 0'37'17" WEST, A DISTANCE OF 57.06 FEET TO THE TRUE POINT OF BEGINNING LOT 14 THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A TRACT A LOT 1, BLOCK 3 OF ALDERWOOD MANOR NO. 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE WEST 453.56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET. ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 IN BLOCK 3 OF ALDERWOOD MANOR NO. 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 8944'55" WEST, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 5.00 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 184.87 FEET; THENCE NORTH 89'22'43" WEST, A DISTANCE OF 133.73 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'22'43" WEST, A DISTANCE OF 46.26 FEET TO THE WEST LINE THEREOF; THENCE NORTH 0'38'13" EAST, ALONG SAID WEST LINE, A DISTANCE OF 57.86 FEET TO THE NORTH LINE THEREOF; THENCE SOUTH 89'51'32" EAST, ALONG SAID NORTH LINE, A DISTANCE OF 46.24 FEET; THENCE SOUTH 0'37'17" WEST, A DISTANCE OF 57.44 FEET TO THE POINT OF BEGINNING. TRACT 999 (TO BE CONVEYED TO THE BRACKETT'S CORNER HOMEOWNERS ASSOCIATION.) THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A: TRACT A: LOT 1, BLOCK 3 OF ALDERWOOD MANOR NO. 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE WEST 453.56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET. ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 IN BLOCK 3 OF ALDERWOOD MANOR NO. 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 89'44'55" WEST, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 5.00 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 51.25 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 89'22'43" WEST, A DISTANCE OF 180.02 FEET TO THE WEST LINE THEREOF; THENCE NORTH 038'13" EAST, ALONG SAID WEST LINE, A DISTANCE OF 20.00 FEET; THENCE SOUTH 89'22'43" EAST, A DISTANCE OF 50.89 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 93.62 FEET; THENCE NORTH 89'22'43" WEST, A DISTANCE OF 50.86 FEET TO THE WEST LINE THEREOF; THENCE NORTH 0'38'13" EAST, ALONG SAID WEST LINE, A DISTANCE OF 20.00 FEET; THENCE SOUTH 89'22'43" EAST, A DISTANCE OF 179.98 FEET; THENCE SOUTH 037'17" WEST, A DISTANCE OF 20.00 FEET; THENCE NORTH 89'22'43" WEST, A DISTANCE OF 109.13 FEET; THENCE SOUTH 0'37'17" WEST, A DISTANCE OF 93.62 FEET; THENCE SOUTH 89'22'43" EAST, A DISTANCE OF 109.13 FEET; THENCE SOUTH 0'37'17" WEST, A DISTANCE OF 20.00 FEET TO THE TRUE POINT OF BEGINNING PARCEL TO BE DEDICATED TO THE CITY OF EDMONDS UPON RECORDING OF THIS PLAT THAT PORTION OF THE FOLLOWING DESCRIBED TRACT A TRACT A: LOT 1, BLOCK 3 OF ALDERWOOD MANOR NO. 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE WEST 453,56 FEET AS MEASURED ALONG THE SOUTH LINE; AND EXCEPT THE NORTH 185 FEET. ALSO, THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 IN BLOCK 3 OF ALDERWOOD MANOR NO. 9, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY AUDITOR DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER THEREOF; THENCE NORTH 89'44'55" WEST, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 5.00 FEET; THENCE NORTH 0'37'17" EAST, A DISTANCE OF 231.19 FEET TO THE POINT OF CURVE OF A CURVE TO THE LEFT HAVING A RADIUS OF 10.00 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND CONSUMING A CENTRAL ANGLE OF 89'28'49", AN ARC DISTANCE OF 1562 FEET TO THE NORTH LINE THEREOF; THENCE SOUTH 89'51'32" EAST, ALONG THE NORTH LINE THEREOF, A DISTANCE OF 14.91 FEET TO THE NORTHEAST CORNER THEREOF; THENCE SOUTH 0'37'17" WEST, ALONG THE EAST LINE THEREOF, A DISTANCE OF 241,02 FEET TO THE POINT OF BEGINNING. AFN IN LOT 1, BLOCK 3, ALDERWOOD MANOR NO. 9 VOLUME 10 OF PLATS, PAGE 6 IN NW1/4 OF THE NE1/4, SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. LOVELL-SAUERLAND & ASSOCIATES, INC. 19217 36TH AVENUE W., SUITE 106 LYNNWOOD, WASHINGTON 98036 425.775.1591 LSA FILE NO. 5537 SHEET 6 OF 9 2.1.a BRACKETT'S CORNER A UNIT LOT SUBDIVISION SECTION 30, T.27N., RAE., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON FILE NO. PLN20170049 INGRESS, EGRESS AND BUILDING EAVE EASEMENTS EASEMENT PROVISIONS -- INDICATES INGRESS, EGRESS AND UTILITY EASEMENT TO BE f �rj j JJ CONVEYED TO THE BRACKETT'S CORNER HOMEOWNER'S ASSOCIATION, INCLUDING ALL MAINTENANCE OBLIGATIONS UPON RECORDING OF THE PLAT. INDICATES AN EASEMENT FOR THE MAINTENANCE OF BUILDING EAVES TO BE CONVEYED TO THE LOT OWNERS UPON RECORDING OF THE PLAT. NO EAVE SHALL BE AT AN ELEVATION THAT IS LESS THAN 14 FEET ABOVE THE FINISHED GRADE OF THE ROADWAY. L I I I 1 I I I I t7 PRIVATE EASEMENT PROVISIONS ^— 1. A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE BRACKETT'S CORNER HOMEOWNERS ASSOCIATION (HOA), UNDER AND UPON THE EXTERIOR TWO FEET OF LOTS 1 THROUGH 14, INCLUSIVE, PARALLEL NTH AND ADJOINING TRACT 999, AS SHOWN HEREON FOR INGRESS AND EGRESS AND FOR THE PURPOSE OF OPERATING, MAINTAINING, REPAIRING, AND/OR RECONSTRUCTING ANY ROADWAY AND PRIVATE UTILITY FACILITIES, TOGETHER NTH THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES; THE HOA SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIR, AND/OR RECONSTRUCTION OF SAID PRIVATE FACILITIES AND PRIVATE IMPROVEMENTS. 11/10/17 2. AN EASEMENT IS HEREBY RESERVED AND GRANTED TO THE BRACKETT'S CORNER HOMEOWNER ASSOCIATION (HOA OVER, UNDER, ACROSS, THROUGH AND UPON TRACT 999 AS SHOWN HEREON FOR INGRESS AND EGRESS AND THE INSTALLATION OPERATION AND MAINTANANCE OF A PRIVATE ROADWAY AND UTILITIES. NO PORTION OF ANY BUILDING CONSTRUCTED UPON LOTS 1 THROUGH 14, INCLUSIVE MAY BE LOCATED LESS THAN 13 FEET ABOVE THE FINISHED GRADE WITHIN THE EASEMENT AREA TO PROVIDE VERTICAL CLEARANCE FOR EMERGENCY VEHICLES PROVIDING SERVICE TO THE PROPERTY, 3. AN EASEMENT IS HEREBY RESERVED AND GRANTED TO EACH LOT OVER THE EXTERIOR TWO FEET OF TRACT 999 AS SHOWN HEREON FOR THE MAINTENANCE OF BUILDING EAVES AND/OR PROJECTIONS LOCATED WITHIN SAID TRACT 999. MAINTANACE OF ANY SUCH EAVES AND/OR PROJECTIONS SHALL BE BORNE BY THE OWNER OF THE LOT. N W E S SCALE ; 1"=30' 0' i!V 30, 45' 60' AFN IN LOT 1, BLOCK 3, ALDERWOOD MANOR NO. 9 VOLUME 10 OF PLATS, PAGE 6 IN NW1/4 OF THE NE1/4, SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. LOVELL-SAUERLAND & ASSOCIATES, INC. 19217 36TH AVENUE W., SUITE 106 LYNNWOOD, WASHINGTON 98036 425.775.1591 LSA FILE NO. 5537 SHEET 7 OF 9 BRACKETT'S CORNER A UNIT LOT SUBDIVISION SECTION 30, T.27N., RAE., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON FILE NO. PLN20170049 212th STREET S.W. [BASIS OF BEARINGS] N 88.51'32- W-462.14' (M,CC) 209.97' (M,CC) 90'30'15" $i (HELD PER CC) dl MI N 99'51'32" W-114,97' HOA UTILITY __------- _-[---EASEMENT----------- _ r � 14 IT, 4. 13 12Tr 11 28• 1 8' x 28' HOA 28' I I $' x 28' HOA i j UTILITY UTILITY � I EASEMENT 1 I EASEMENT I L L - 2 TRACT 999 L 2' L 2 � H a 1 1 1 I % w 10 9 8 ; � w O -1 M 7 6 5 2 /F 1J 2• 2' 2' r II 1 4' 8- x 26' T, 4 I 8' x 28' HOA F--- 28. ; tttk UTILITY # EASEMENT f FOR I 28' i I UTILITY i EASEMENT 1 1 1 1 4 L 3 BRACKETT'S J CORNER 1FOR 2� BRACKETT'S HOMEOWNERS ASSOCIATION L J CORNER HOMEOWNERS 1 I ` ----------- ---------- - T =A&Z' 1? a7 - ASS00tinON --- - 9AAn@1T5COW" -JIWOIW TM -SUVA HM i N 89.44'55" W-183A4' I I UTILITY EASEMENTS 25' PRIVATE UTILITY EASEMENT PROVISION 1. A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE BRACKETT'S CORNER HOMEOWNERS ASSOCIATION (HOA), OVER, UNDER AND UPON THAT PORTION OF LOTS 1 THROUGH 14, INCLUSIVE, AS SHOWN HEREON FOR THE PURPOSE OF OF OPERATING, MAINTAINING, REPAIRING, AND/OR RECONSTRUCTING UTILITIES AND DRAINAGE FACILITIES THAT PROVIDE SERVICE TO THE LOTS. TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES; THE HOA SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIR, AND/OR RECONSTRUCTION OF SAID PRIVATE FACILITIES AND PRIVATE IMPROVEMENTS. I I I \ � 111 � lP H 1 C\1 w 1 U LI S f -< SCALE : 1"=30' w Ld l Ct C� N o M I -) Ljl 0' 15• 3d 45' 60' N Z C ttl I20 > a � L f :2 o °- 0 I U � U t� I0 I c Z m My 1 w f M O ,Z I I I I I II/1707 AFN IN LOT 1, BLOCK 3, ALDERWOOD MANOR NO. 9 VOLUME 10 OF PLATS, PAGE 6 IN NW1/4 OF THE NE1/4, SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. LOVELL-SAUERLAND & ASSOCIATES, INC. 19217 36TH AVENUE W., SUITE 106 LYNNWOOD, WASHINGTON 98036 425.775.1591 LSA FILE NO. 5537 SHEET 8 OF 9 r R IL 0 C C C L IL c 0 U N d Y m co fn t V r c 0 sa. L co t K W c d t V a Packet Pg. 26 BRACKETT'S CORNER 2.1.a A UNIT LOT SUBDIVISION SECTION 30, T.27N., RAE., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON FILE NO. PLN20170049 212th STREET S.W. [BASIS ` OF BEARINGS] N 88'51'32" W-462.14' (M,CC) 90'30'15" 209.97 1(M,CC) y oo� (HELD PER CC) of r,l I ----...... N 8B'513e W-184.97' 25' 14 13 12 11 9' X 18' I 4.5'X 18' 4- 5'X 18' PARKING PARKING I PARKING I 4.5'X 18' PARKING EASEMENT I EASEMENT I EASEMENT J EASEMENT FOR FOR WT 14 FOR LOT 13 FOR LOT 12 LOT 11 r —1 L7 - - 2. TRACT 999 a9'X 18' I 4.5'X 18' PARKING PARKING a EASEMENT I EASEMENT FOR LOT 6 FOR LOT 10 a 9 10 9 8 N 0 w 0 rL 2 w N 0 LLW 9'X 18' PARKING 2 EASEMENT FOR LOT 6 4:5'X 18' PARKING x EASEMENT FOR LOT 9 7 6 5 � Mf1 w N V � 9'X 18' PARKING I c,Nv EASEMENT FOR LOT 7 4.5'X 18' PARKING o0 — EASEMENT FOR LOT 5 INZ Ql N .-. w L - 2 2' 9'X 4.5'X 18' I 4.5'X 18' r 4.5'X 18, o PARKING I PARKING PARKING EASEMENT FOR PARKING o EASEMENT FOR LOT 4 LOT 3 EASEMENT EASEMENT Z FOR LOOT 2 FOR L' 1 4 N 89'44'55" W-185.04' PARKING EASEMENTS LL.I z Q L O 00 I I I I 1II 1 I I f f f I f l I I I I IVATE PARKING EASEMENT PROVISION 1, PRIVATE VEHICULAR PARKING EASEMENTS ARE RESERVED FOR AND GRANTED TO THE LOTS AS SHOWN HEREON, THE BRACKETS CORNER HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIR, AND/OR RECONSTRUCTION OF SAID PARKING AREAS AS WELL AS THAT PORTION OF THE DESIGNATED PARKING AREAS CONTAINED UPON ALL LOTS. N w z 5 SCALE 1"=30' 0' 15' 30' 45' 60, AFN IN LOT 1, BLOCK 3, ALDERWOOD MANOR NO. 9 VOLUME 10 OF PLATS, PAGE 6 IN NW1/4 OF THE NE1/4, SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. LOVELL-SAUERLAND & ASSOCIATES, INC. 19217 36TH AVENUE W., SUITE 106 LYNNWOOD, WASHINGTON 98036 425.775.1591 LSA FILE NO. 5537 SHEET 9 OF 9 Packet Pg. 27 - 2.1.a sEcr ev7s4 EX. CASED i CONCRETE, 1 INY(W)-44&jIs-W-PVC UNUMENi 1-3/4 ppu..I I r PP (2- DROP) EX INY(sE)-4u-se.a'callc 113 SS DI "X' MARK oa.al t of aa,7 1Or-44i,y PP W1t�-NSOO-i'CyA. (1.27 DROP' STOP (ta, "A.wl CFOSSWI Au :X. CASED 4"x4" EX. CASED 4"x4" 12' CAST IRON VYA[M YAYI T7 I C 1 ,ONCRETE MONUMENT WITH CONCRETE MONUMENT WITH CA �04 3/4" BRASS DISC WITH �X" MARK STAMPED "RMA 1•�•3/4" BRASS DISC WITH 'RMA n STREET S.W. o "X" MARK STAMPED L212th M 4997 'B92" 7892" 41A N 00. 2- W 46212' w c� 252.15' 44i 209.97' kr -� EX Mr{ � ' w NONON wsnwmoR o EX SSCO TOP-447.39 6• STW IA, ORS MAIN T CIRM71.71 o PROJECT NOTES: fill aDim acre 6' CONCRETE SANITARY SEWER CROSSWALKSIGN4 ��� OT 1 " PROJECT: BRAGKETT'S CORNER .{ �, O � �acwAlq ` s r � GROUP �:, OWNER: PF4 VENTURES LLG u R _ LYON ■ eaa P. 92.47• _r 6zsD' .0 d 3 DAYTON, SUITE 105 aax (2x4' pJEDP-) - - - - - 2s' 30' ' O 75, WA 98020 snm Ifrr 20 (lr3 onaP) 3x2• DROPS) e J PHONE: 42 4 scn 86348 3RD AVE NW .422.0053 -- -----_r__------ -- __ ---1`4�_ - riz-+ - -' 7 SEAIIIf WASH 98117 PROJECT ADDRESS: 8000, 5010 212TH STREET SW 4 21216 AVE W *a [/fl' DROPS) PH(206)J61.8133FAMJ81.6345 S 19 Mp_ STAMP W-O, 6' I JUR15PICTION: PROJECT NOTES: CITY OF EDMONDS 16 Ex- BUILDING .P.. 14 I 12 Il •� (APPROXIMATE) i ►►� jru» AFTER ETREE.. • .I Lill jllllffll IBM ACHED - • - r 'ti•4 aeryry•frrrrl., i "1rfH_rYrnr.I Qwa . L' rwrl!- immuti •Yrrs��±_Rwrwrk-'I�lrrrr;. 11sru••++wwr.falll.Iecp�,r,�r,v�yyw..�1 +lAL•a6}>,e.ea552��rrlrSlkl��a1# %'.'d2l4OIM5 I�I Ir /liv rr:eM!0301 .411111 ■.r11 y.. LOPMEW STANDARDS I UNIT PER 2400 .. 1�1 ■�■_■■■ ■T 1!■■■NIESFRG■■.nen■■■■ -■■■■Eru2.1■ UNITSr I� j +Ciil�,lyl 11ilt�ils�IlE�<��IIy1NJ���� _ /IElll • �rcrila�l ii ■��IY[{yG7iiJi.tiiL�ltiiKilR+�)iri�r.i��� (APPROXIMATE) MEN I ��17 � �)L 1�I�1 Iral �l�...��`�, ■■■��H7 lill , r�1ib Y� ► / . - �Irr[iR� �r41C■■■1�rur-' ■■■itma rr3� 1�� �I{ FRONT- ■■■ 1� SIDE/ RI RRi.�■■I lu 1 - / - - /- /- a RkI1i 1R1�■�_- � �Ins:e IHII■ �� -_PACE I;T COVER � �rll�Wl�l rr.l ., �rrrl��r�j� REQUIREMENT O®OSil F41i :•■■II illTci�! . M.• r on ■■■� !r!1 c. i 11 lull A ■ =E s ra 7 • r A '! ' fil �r �� ]]]jj jI 1 r� 1yl pp1([��II '�►� ri�ii.ri?iiLi �g7g���]]]ffjjjj f _ . �ljl���j- I��Ir�rrwr..IL�Aj■l1 I�1 I -.- ■rl■■■�.l I. _ r r #wiww■1 Nrl�I!■♦■■.l'Igr; NOd • r ,■" ;I - r G , �� arr'pp il�Od ii�,irli,Il��ll44 SGIC �d JJi11�1ir,yir! 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(•.�ii,["�T�i•grliil Ylr�_;:r wl-��wi; r:�a� i.Wr✓.1�L11.11rir�:klW �.c..-.-.naar.f iLt �� Tarwwf.fu� � r • MIN AW ,;i,��ll�-I lr■� ww.� Ifr�ilg�F.�ar�A��■I,III�� • : • .- . r .' ■ r ■-1 I• . !' . r ��►l !��■�� k-, �w•I-Ir r I � A1i1ING fir► 1llfll , ,, • IS4 COUNTY , � ) ATE) 1810 �if11�1� LA 1� '� 1r r+►■ ■ :.ril 1t�l��ANr r-r / - ■ ■ �FIEV IN • • / - / F5 • • / •-r 1 .F7 THE NEST Pg. 28 2.1.a WINDOWS WITH A SILL HE16HT OF ANY WINDOW WITH AN OPENING LOGATED 12" ABOVE ROOFS ALLOWED IN SETBACKS 15" OR LESS FROM FINISHED FINISHED GRADE AND WITHIN 24" OF THE FINISHED FIREPLACES b CHIMNEYS ALLOWED FLOOR TO BE SAFETY GLAZING -FLOOR D OR HAVE OPEN N65 LOCATED5 THAN 54AINGHLL ES_ IN SETBACKS _3O' H6HT LMT-_4-76.25 ROOF RIDGE- 4-75.5 er 7 4LL WORK SUBJECT o„) 'FU MILD IMPECi4ON FOR CQf)E COMPLUWCE ROOF RIDGE- 415.5 I 1 11 }2 25' H6HT LMT- 4ll 5 I 5 — — _ i�f-T 1 T T . T7 _ ra wEisNOVION xasw r 1 >1 r . TOP PLATE- 46-7.5 r TOP PLATE- d6 •r 1 _ 7 — I ,� TOP PLATE- 461 5 1_I = L 1.1 -, ...I 1,.11. ,L 1.1. - NOVION T 1 _ -T:L GROUP INC. 8634E 3R0 AVE NW SEATTLE WASH 98117 5 — SEG FI R_ 4 - - SEG FLR-458.5 PH(206)3616133FAX361.6345 SEC FLR- 458 .17 IY LLI z Lill FIRST FLR- 448.5 .— FIR5T FLR- 4-4A LA EJR5T FLR=448 5 7GLST 6R- 446.0 EXIST OR- 446-2 %15T 6R- 446.25 Ex•.5 GR- 446.5 l(1 L- AVERAGE 6R- 446,25 — — — — — — — — — — — — — ~ Lu SOUTH ELEVATION EAST ELEVATION 0 BUILDING I BUILDING 1 REVISFI)PLANAPPROVED C 111 OF F.D\IUNUS WILDING DIVISION PLANS EXANINEN .-irC DATE g14r1x'7 50' H6HT L_MT-_4"76-25 ROOF RIDGE- 475.5 _25' H6HT L.— 4-71 25 Tap F'A =' I FIR'7 1_R- - EXIST OR- 446.5 ,47ERA6E 6R- 446.25 NORM ILRAHUN BUILDING 1 ROOF RIDGE- 475.5 ROOF RIDGE- 415.5 ROOF RIDGE- 415.5 IF_.r.-� 5 J Lu O 43 0 -`I s W s N a. H 1lr 1 w ZQ 1 _ iYOH i. _Jr_ ZZ0 K:cUriN 16P -LATE- 467.5 T f _PLATE- 46-L5 > [ W p z UJI 11 i�r Iti: L�.��.I: C_l puo�o - 2'QNp= CL___)mlua- F1 R- 565 EXIST OR- 446.25 WEST ELEVATION BUILDING 1 _R- 455.5 LR- 448-5 EX15T 6R- 446.0 5/2016 U4 -V-O' REVISION AUG 2 2 2017 BUILDING 1 7A-3.1 Packet Pg. 29 I 2.1.a I ROOF CONSTRUCTION COMP SHINGLES- INSTALL PER MANUFAG, SPEGIFIGATION5 ROOF FELT 1/2" PLWD. EXT. APA COX TRUSSES @ 24" O.G. R-41 INSULATION J" GWB SEE STRUCTURAL PLANS FOR ALL FRAMING INFORMATION 6 NAILING REQUIREMENTS EXTERIOR WALL CEDAR SIDING TYVECK COMM. WRAP 1/2" GDX PK OR 055 2X6 STUDS @ 16" O.G. R-21 BATT INSULATION KRAFT PAPER WARM 51DE 1/2" G.W.B. TYPE WALL SHEATH NAILING - UNO W o 6" O•C. EDGE NAIL W ® 12" O.G. FIELD NAIL ALL EXTERIOR WEATHER EXPOSED SURFACES SHALL HAVE WEATHER RE515TIVE BARRIER PER IRO R103.2. ALL EXTERIOR OPENINGS SHALL BE FLASHED IN A MANNER TO MAKE THEM WATERPROOF PER IRG 103.5 EXTERIOR JOINTS AT OPENINGS SUCH AS DOORS, WINDOWS BETWEEN WALLS AND FOUNDATION, BETWEEN WALL AND ROOF, SHALL BE SEALED, CAULKED, GASKETED OR WATHER5TRIPPED TO LIMIT AIR LEAKAGE PER W5EG 502.4.5 FLOOR CONSTRUCTION FINISH FLOORING 5/4" GDX T46 PLYWOOD (GLUE 4 NAIL) SPAN RATE 45/24 2X @ 16" O.G. - SEE FRAMING PLAN R-30 BATT IN5ULATION-KRAFT PAPER WARM 51DE 2X6 PRESSURE TREATED PLATE EMBED ANCHOR BOLT PER PLAN AT LEAST 1", 4" FOR EXPANSION ANCHORS USE 3"X3"XI/4" WASHERS NOT MORE THAN (9 FEET APART 12" MAX, 4" MIN FROM CORNER (WOOD IN CONTACT W/ CONCRETE TO BE PRE55URE TREATED) 4" RND PLASTIC TIGHT LINE DOWNSPOUT DRAIN, TIGHT LINE SEPARATE TO APPROVED DISCHARGE 4" RND PERF. PLASTIC FOOTING DRAIN AS SHOWN WRAP IN FILTER CLOTH LINE IN GRAVEL TIGHT LINE INDEPENDENT OF OTHER DRAIN TO APPROVED DISCHARGE SECTION A -A RESUB DEC p0p9 2201166 CnY'/„?b�iRR II _ FRTC 01 Mf-- IOIGM NOVION GROUP INC 8634B 3RD AVE NW SEAfltE WASH 98117 PH(2D6)361.6133FAX361.6345 w w z O v LLI V V Q Cl) IL O J r� C m C E L IL L m C O U N d Y L m N r� C av E t m m c m r- O sZ L co co t K W C N E t t� m r r Q Packet Pg. 30 1 GENERAL NOTES 1, ALL MATERIALS AND WORK SHOWN ON THESE BE CONSTRUCTED AND IN OPERATION PRIOR TO PLANS SHALL CONFORM TO THE CITY OF INSTALLATION OF ANY PAVEMENT UNLESS EDMONDS STANDARD PLANS AND DETAILS, THE OTHERWISE APPROVED BY THE ENGINEER. FOLLOWNG SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, 18. ALL ROOF DRAINS, PERIMETER FOUNDATION STATE, AND FEDERAL CODES, RULES AND DRAINS, CATCH BASINS AND OTHER EXTERNAL REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE (IBC) - 201E WSOOT/FORA STANDARD 19. ALL FOOTING DRAINS SERVING BUILDINGS MUNICIPAL CON FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION WALLS, ROCKERIES, ETC SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE WA STATE DEPARTMENT OF STORMWAIER INFILTRATOR SYSTEM GYSTON ECOLOGY PUGET SOUR MANAGEMENT MANUAL E FOR THE PUGET SOUND BASIN (2005 EDITION) 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL 2 STANDARD PLAN AND TYPE NUMBERS SITE IMPROVEMENTS INDICATED ON THESE INDICATED ON THESE DRAWINGS REFER TO CITY DRAWINGS. OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 21. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED 3, A COPY OF THESE APPROVED PLANS MUST BE TO THE EQUIVALENT OF THEIR ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS MEGONSFRUCTIDN CONDITION IN ACCORDANCE 'NTH APPROPRIATE REQUIREMENTS AND STANDARDS, 0. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND ME LOCAL GOVERNING AUTHORITY. 21 ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABIUZED BY OTHER ACCEPTABLE METHODS 5, CONTRACTOR SHALL RECORD ALL APPROVED FOR THE PREVENTION OF ON -SITE EROSION DEVIATIONS FROM THESE PLANS ON A SET OF AFTER THE COMPLETION OF CONSTRUCTION. 'AS -BUILT' ORAWNGS AND SHALL SUMMARIZE SEE EROSION CONTROL PLANS FOR SPECIFIC ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO GRADING AND EROSION CONTROL REQUIREMENTS THE OWNER PRIOR TO PROJECT COMPLETION 2STHE CONTRACTOR SHALL KEEP OFF -SITE AND ACCEPTANCE. ONE ELECTRONIC COPY OF , STREETS CLEAN AT ALL TIMES BY SWEEPING, AS-SUIED AND ONE HARD COPY SHALL WASHING OF THESE STREETS WILL NOS 3E SUBMITTTED TO TIE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING ALLOWED WITHOUT PRIOR APPROVAL. OCCUPANCY/FINAL PROJECT APPROVAL 2k SLOPE OF FINISHED GRADE SHALL BE 6 ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY CONSTANT BETWEEN FINISHED CONTOURS OR FOR BENCHMARK INFORMATION. SPOT ELEVATIONS SHOWN, 25, FINISHED GRADE SHALL SLOPE AWAY FROM 7 THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR BUILDING WALLS AT MINIMUM 6% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. OBTAINED FROM AVAILABLE RECORDS AND 26, CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHOULD THEREFORE BE CONSIDERED SHALL INSTALL AND MAINTAIN SHORING AND APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS TIE SOLE RESPONSIBILITY OF BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, THE CONTRACTOR i0 INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTUTY LOCATIONS WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS SHOWN AND TO FURTHER DISCOVER AND AGAINST LOSS OF GROUND OR CAVING PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE BRACING. AS REQUIRED, AN O CONDITION OF EXISTING UTILITY LINES AT 27, CONTRACTOR SHALL OBTAIN APPROVAL FROM CONNECTION OR CROSSING PANTS BEFORE TRENCHING FOR NEW UTILITIES ENGINEER THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT ASSUMES NO RESPONSIBILITY FOR THE SHUTOFFS, STREET CLOSURES OR OTHER COMPLETENESS OR ACCURACY OF THE EXISTING UTIUTIES AND SITE FEATURES PRESENTED ON ACCESS RESTRICTONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS THESE DRAWINGS ENGINEER SHALL BE NOTIFIED WITHOUT FIRST OBTAINING WRITTEN APPROVAL IMMEDIATELY OF CONVICTS THAT ARISE. FROM THE FIRE MARSHAL B CONTRACTOR SHALL LOCATE AND PROTECT ALL 2B COORDINATE AND ARRANGE FOR ALL UTIUTY UTILITIES DURING CONSTRUCTION AND SHALL CONNECTIONS, UTILITY RELOCATIONS AND/OR CONTACT ME UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. LEAST 48 HOURS PRIOR TO CONSTRUCTION. CONNECTIONS TO EXISTING UTILITIES SHALL BE 9 CONTRACTOR SHALL VERIFY ALL O"TMM AND DIMENSIONS AT TIE PRQEOS ME BEFORE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES STARTIMD WM AND RJ' TALL ND11FY OVaDR'S 29. EXISTING UTILITY LINES IN SERVICE WHICH ARE IgPWESENTAfIW; OF ANY ANCii DAMAGED DUE TO CONSTRUCTION WORK SHALL 10. PIPE LENGTHS WHERE SHOWN ARE BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BYR CITY OF APPROXIMATE AND MAY CHANGE DUE TO FIELD EDMONDS AND OWNER'S REPESENTAT'. PRIOR CONDITIONS TO ACNFILUNG, BACK 11, CONI11I 9 ,1J, OBTAIN A DOPY OF THE 30. NEW UTILITY LOCATIONS ARE GENERAL, CEOIELIROCAL REP�RTT A7I11GWKLh I 11AOpplZall CAM1l1ARTa NNISFyj SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARD SIMILL WITH THE CON1CN15 DWwEOF. All lkTC WOIPt ARE INDICATED, LOCATIONS MAY 3E SCAUD FROM DRAWINGS, FIELD ADJUSTMENTS SHALL SHALL BE "OKV16O N STRICT COMIAMCL BE APPROVED BY OWNER'S REPRESENTAPWE WITH THE RCCOMIAEM M IS OF MA REPORT, AND CITY. 12 STRUCTURAL FILL MATERIAL AND PLACEMENT 31, WHERE NEW PIPE CLEARS AN EXISTING CR NEW SHALL CONFORM TO THE RECOMMENDATIONS OF UTILITY BY 6' OR LESS, PLACE POLYETHYLENE THE PROJECT GEOTECHNICAL REPORT. PLASTIC FOAM AS A CUSHION BETWEEN TIHE 11 SUB AGE SCILS IN ALL AREAS WHERE RAIN UTIUTIES GARDENS, INFILTRATIONS OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE 32. SEE MECHANICAL DRAWINGS (WHERE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIOE ACTIVITIES (i.e. HEAVY APPLICABLE) FOR CC9TfNATW OF SITE UTILITIES WITHIN THE OVII.Dmi EQUIPMENT, STOCKPIUNG). W. SEE ELECTRICAL DRAWINGS (WHERE 14. MANHOLES. CATCH BASINS, UTUTIES AND APPLICABLE) FOR EXTERIOR PAVEMENT SHALL BEAR ON MEDIUM DENSE TO ELECTRICAL WORK. VERY DENSE NAIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, 34, SEE LANDSCAPE DRAWNGS (WHERE LOOSE. WET OR IF ORGANIC MATERIAL IS APPLICABLE) FOR SITE PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL IRRIGATION SYSTEM. FILL PER GEOTECHNICAL REPORT. 35. TRENCH BACKFILL OF UTIUTES LOCATED WITHIN ME CITY ROW SHALL BE COMPACTED TO 95& 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES 36, PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER DIVISION FOR APPROVAL PRIOR TO FOUNDATION DRAINS, FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN INSTALLATION LINES AND SHALL BE TIGHTLINED TO THE 37. FIELD STAKE ALL UTILITY STUBS AT THE STORM DRAIN SYSTEM. PROPERTY LINE 17. ALL REQUIRED STORMWATER FACILITIES MUST 38. ALL UTIUTIES SHALL BE PLACED UNDERGROUND OWNER/APPLICANT PRIDE VENTURES LLC ZONING RM-24 P.0 BOX 429 EDMONDS, WA 98020 ^AC CONTACT: JAMB LYON Y17a PHONE: (425) 422-0053 PUGET SOUND ENERGY ENGINEER/SURVEYOR LOVELL-SAUERLAND & ASSOCIATES, INC. TELEPHONE FRONTIER 19217 36I1, AVE. W, SUITE 106 LYNNWOOD, WASHINCTON 98036 ELECTRICITY CONTACT: JEFFREY TREIBER PHONE: (425) 775-1591 P U D NO 1 OF SNOHOMISH COUNTY ARCHITECT POLICE PROTECTION CITY OF EDMONDS NOVIGN GROUP INC CONTACT: ROD 98117 N STORMWATER SERVICE PHONE: (205) MI-6133 CITY OF EDMONDS PROPERTY ADDRESS BODO 212TH ST SW SANITARY SEWER SERVICE CITY OF EDMONDS EDMONDS, WA 90026 FIRE PROTECTION PROPERTY AREA FIRE DISTRICT 1 43,649 SQUARE FEET OR 1 002 ACRES WATER SERVICE PARCEL NUMBER CITY OF EDMONDS 00373600300103 SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO 15 SECTION 30, T.27N., R.4E., W.M. Off] CKErrS CORNER f--j I I I EX, BUILDING I (APPROXIMATE) I I I � -� IT --_j I r--s---TI 17 rI I EX. BUILDING (APPROXIMATE) I I I I J ^ I L.-�.-� �w"1 I ��S m I I I EX. BUILDING (APPRO�:IMAM) � I p � I I I 1 w-0.e, v LIRE TYPE AREA (SQUARE FEET) I NON -REGULATED 0 _ '.XEMP'I NEWLATEO 2 REPLACED 0 0 2. NEW (POST TOM 36.073 3. TOTAL AEGULAIE9 IMSRnO1S AREA 4. 10IA1 Aii MINARD 6Y E VITNG %911IXATER UAUWRWf 0 s REGULATED AREA NOT YET AWIM IOU - 36,9T3 a. AREA PRWOAm TO W HIBAR D AY LOW MALT ttLEl l tEFAu9p,,,CS - ]0.O7s 7. AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SNU 1VINgRS - 0 PROJECT CLASSIFICATIONS SOIL DATA: GROUP B ALDERWDOD-URBAN LAND COMPLEX 2-8% SLOPES PROJECT TYPE: LARGE SITE PROJECT WATERSHED BASIN: GOOD HOPE POND / HALLS CREEK NOTES N 1. NO WETLAMM SIaP.SAEsT OR 9T11EW I:CA ARE LOtATEO WITHIN DR W E Avoto" to14E TPROA=CT ATE. 2, MAINTENANCE OF STORMWATER INFILTRATION SYSTEMS WILL BE BORNE BY 9 ME OWNEP.S OF ME PROPERTY. SCALE : 1-20' 1. THE LOCATION OF EXISTING STRUCTURES ON ADJACENT PROPERTIES ARE APPROXIMATE 4. SETBACKS SHOWN ARE FOR REFERENCE ONLY AND VEST NO RIGHT. 9 III N' 40 5. APPROVAL OF THESE PUNS GOES NOT CONSTITUTE APPROVAL OF THE SINGLE-FAMILY RESIDENCES AND ASSOCIATED SETBACKS A SEPARATE BUILDING PERMIT IS REWIRED FOR RENEW AND APPROVAL OF THE SINGLE FAMILY RESIDENCES. B REQUIRED FOR ALL EXISTING CONCRETE PAVEMENT ' APPLICATION WITH an. 7 OEwUjnON OF Attachment 5 a. = THE FOG LINE PEO EXISTING ASPHALT PAVEMENT _ PLN20170049 1ITE LEGAL DESCRIPTION LOT 1, BLOM 3• ALDERWOOU MANOR NO. W. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PUTS, PAGE 6. RECORDS OF ShUHOMISH COUNTY. WASHNGTON; EXCEPT ME WEST 45356 FEET AS MEASURED ALONG THE SOUTH LINE SITUATE IN THE CITY OF EDMONDS, COUNTY OF SIOHOMISH. STATE OF WASHNGTON. SUBJECT TO EASEMENTS. RESTRICTIONS AND RESERVATIONS OF RECORD. BENCH MARK SPIKE IN UTIUTY POLE ON THE WEST S1DE OF BOTH AVENUE W. PER SHEET 2 OF 55 OF THE CITY OF EDMONDS 'FIVE CORNERS ROUNDABOUT INTERSECTION IMPROVEMENT PROJECY, FEDERAL AID NUMBER : CM-2512(007) ELEVATION : 24259 DATUM : NAW80 T.B.M. 'A' : EXISTING CASED 4'W CONCRETE MONUMENT WITH 1-3/4' BRASS DISC WITH 'X' MARK, AS SHOWN HEREON ELEVATION : 44547 U,ITY NOTES I .K LIKED SEPARATION OF UTILITIES SHALL BE MET PER CITY OF EDMONDS AND IAiUSTRY STANDARDS, Q-r"15TRUCTION NOTES: 1. , I MA IERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM 10 THE CITY OF EDMONns STANDARD C MSINtAcTi N SHALL CONFORM TO THE LATEST CITY STANDARDS AND SPECIFICATIONS- 2 CITY OF EDMONDS DOES NOT ISSUE PERMTS FOR ROCKERIES. ROCKERIES CAN BE CONSTRUCTED. BUT MUST RE DONE SO IN COMPLIANCE WITH R-E PROHIBITIONS STATED IN THE CODE INSTRUCTION SEQUENCE I SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220 M.1326. TWO DAYS (4B HR.) NOTICE IS REWIRED. L REVIEW TEMPORARY MORON AND SEDIMENT CONTROL NOTES T, CALL FOR UTILITY LOCATES h -NSTALL TESL MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONCS CITY ENGINEERING INSPECTOR ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING EROSION AND SEDIMENTATION CONTROL PRACTICES AND/0R DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEIXTA7RAN IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES B. CLEAR. GRUB & ROUGH GRADE REMAINDER OF SITE REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS. INCLUDING FRONTAGE IMPROVEMENTS 10 STABILIZE AND CDMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVECETATON OF ENTIRE SITE IL ES BUSH LANDSCAPING AND PERMANENT VEGETATION, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BE CITY INSPECTOR. CIVIL SHEET INDEX CITY COPY CI COVER SHEET AND EXISTING CONDITIONS C2 STORMWATER POLLUTION PREVENTION PLAN CJ DRAINAGE AND SITE ORM.OPIYENT PUN Ci ROADWAYS PROFILE &6HALTRATION FRENCH DETAILS RESUB C5 FRONTAGE/STRIPING/ACCESS PLAN C5 SEWER/WATER AND UTIUTY PLAN I��� 0!1 2016 CCITY EDMONDS DETAILS CBe TRAFFICIC CONTROL AND HAUL ROUTE PUN r, ��A� �Wf' IJOU• LGI(o A.Sk BUILDING PERMIT f}: BLD20160598 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: IY C" 2 Wwft no" 8NOTW YOU ft . 1-800-424-5555 BY.. _ U/iBrn U,4.,7C,-,7 L/ ow. C*mw C1XE5rEIEhING D 51 MINA CLEN(WA) 2.1.a Lovell-Sau' & Associate Engineers/Surveyor. Development Con 19217 36Lh Ave: Suite I06 Lynnwood, NA phone: (425)77E e-mail: into®Isaengil web: Isaengineer N3L p `1 AL i i (n LL Z -4 O Of o J z Z O J n Z `�1 C z W 0C C LIL U LL) Q (f) LL W � O (n Of CLj Z O U I SCALD 1"=2C DRAWN GALCMYL KEM JYYY DAYS r0 09-30-15 IYN ISA ITC we 5537 Packet Pg. 31 ATE W 444 CATCH &1.5P1 THIS APPLICATION SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION PERIOD. SEDIMENT SHALL BE REMOVED ON A REGULAR BASIS TO MAINTAIN FILTRATION EFFECTIVENESS CTY INSPECTI ACQUIRED 0" AtL EROSION CONTROL MEASURES BEFORE WORK CAN RADIO. CITY OF EDMONDS I orHs S1A_NDAR0 DETAIL u v e TOPORAAY SF➢WD((TRAP FOR CATCH UN YWB(I-.0 17M41M r/x./ot AL E13 11ATIry1 FILTER FABRIC SECURED TO 2' X 2• IN GA WIRE FABRIC EQUAL 2' X 2' WODD OR 1I EQUIVALENT 111. a7Ir Slkarr B" I" FILTER FABRIC MATERIAL IN M.ALC WA'-15' VATKII G'RAVa U C .WR`E(XR AR-RINGSTOS ATTA1A'-FCHS1AA.1!. OR VARE 1H( iR[NCNF .6 m 1DEN SIRES 7 'NOWAM FABRIC TO WIRE FII Tf.R FABRIC IRNCC 64 THC [� WRE aLSH 5M► AT rL1114 d SLiAORi IkTHQI rAOljl OF FILTER BLTTBOMTO12 MY t' VAX. 2" % 2' WOOD POSTS OR EQUIVALENT CONTRACTOR/DEVELOPER 511A%L MAW FAR AN11 PITh ACf STRAW BALES TO INSURE PROPER EROSION CONTROL CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE EWER WORK CAN BEGIN CITY OF EDMONDS STANDARD DETAIL FLTfAFASRICAM FLTUTIONSYSIEIIS .. 7 NTs E1.1 B-Iw EIMP LEGEND SYMBOL ITEM -X-%- FILTER FENCE CPC O STOCKPILE WITH CLEAR PLASTIC COVER l.�lti��AJ LAND DISTURBING ACTIVITY OMITS O CONSTRUCTION ENTRANCE STORM GRAIN INLET ® PROTECTION INDICATES FREE TO BE REMOVED EXIST. CONC, 9XWALI R CUN$/(fFTTTN TO RUIN SNET'.T C7 TOR CONSTRU I I I T--s-la.�r F— — J W-D.6''r I I 1 EX. OOIIOmG I 1 (APPRO%INATE) I I� I I I ti I I I r' i 17 r' I EX. BUILDING I II (APPROXIMATE) I I i u IL L� 8 J „.4 ' U" I _J N N�E Y5 SCALE : 1'-20' 0' 5' 10' 26 30, 40' SECTION 30, T.27N., R.4E., W.M. OOP CKEF 's CORNER I1 .1? I 011+9 WATER & SANITARY SEWER NOTES: 1. EXISTING WATER SERVICE LINE SHALL BE CUT AND CAPPED AT PROPER LINE 2 EXISTING 3/4 WATER METER TO BE REUSE 3 EXISTING SEWER LATERAL SHALL BE CUT AND CAPPED AT ME PROPER LINE. 4. ME CONTRACTOR SHALL fF-97E KEEP OSTREETS CLEAN AT ALL TIMES I SWEEPING WASHING OF THESE STREETS WILL.NOT BE ALLOWED WITHOUT PRIOR APPROVAL 5 ME CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING AND WLL ENSUF THAT ALL DEWATERING WATER IS CLEANED AND FREE OF SEDIMENT PRIOF TO DISCHARGE. ItEXISTING POWER POLE TO BE REMOVED SEE SHEET C5 FOR NEW LOCATIC 7 AND/OR REMOVAL/REPLACEMENT OF POWER POLES ARE SHOWN PER PUD APPROVAL. THE GONSTR GTION SWPPP 12 ELEMENTS THE 12 ELEMENTS THAT ARE PART OF A CONSTRUCTION SWPPP ARE AS FOLLOWS: 1 MARK CLEARING UNITS: PRIOR TO CLEARING OR DISTURBING ME UNITS MUST BE rA>O.• NARKED. MIS FiFAIENT IS PART OF MOST HOBNAILCONSTRUCTIONPLANS AS ONE OF ME FIRST STEPS, L 2 FSTA&M OW61RUCIIDN ACCESL ALL EROSIOH CONTROL PENS SHALL INSTALL A STABIAZrA7 COIISTRUCTNW INMAICE (DID M[TIKp jr PIRI Mir � Agmr tIGIIISPaRT rylTp DNC RQW J i R 5141,117 D GRALYI CONSTRUCTION EI IRAHCE 15 }-- -_ _ 'T PWAPDSEO, ITBE FiEO-TEXTWX rA11111C VNOER WE KOC _ NOTE: A NMEEL WASF1 IS IEOuHREO fOI PIJNi Il{AT AATIPO".F WkIRR GgAOefO. 3 pfTAH FIOWk BASER CHi A DDwiHS IREAM AHALYSS IT WAY K NECESSARY TO DETAIN FIUHCFF TROY A 711E �R1OElf CONSTRUCTON H MAY BE FK>YSSA%Y TO CONSTRUCT AM USE A UEFENTION POND TO CONTROL MOVES DURING MINSFRUCTION. 4. INSTALL SEDIMENT CONTROLS: W MERE IS RUNOFF FROM THE CONSTRUCTION SITE, IM SEDENT SHALL DE RENDI FROM ME WATER. NOTE THAT TILE WATER OUALITY STAMB, MUST BE MET. 5. STABILIZE SUIL4 ALL EXPOSED AND NON -WORKED SOIL SHALL BE STABILIZED BY USE OF BLHP'S. NOTE THERE ARE TIME PERIODS OF ALLOWED EXPOSURE THAT DEPEND ON f THE SEASON. GROUNICOVER BOTH TEMPORARY AND PERMANENT NEED TO BE PART OF ME CONSTRUCTION PLANS vKrA fi AND OSLOPES: CONCENTRATED F WS FILL SLOPES NNT TO BE PROTECTED FROM EROSIVE FLOWS AND LADPIMC FLOWS UNTIL PERMANENT COVER AND DRAINAGE CONVEYANCE SYSTEMS ARE IN PLACE. tut 4 7. PROTECT DRAIN INLETS: ALL STORM DRAIN INLETS REWIRE PROTECTION FROM SEDIMENT AND SILT LADEN WATER. va B STABILIZE CHANNELS AND OUTLETS: TEMPORARY AND PERMANENT CONVEYANCE SYSTEMS SHALL BE STABILIZED TO PREVENT EROSION DURING AND AFTER CONSTRUCTION (T+A' ARC CULVERT OUTLETS REQUIRE PROTECTION 9. COMMOL POLLUTANTS: ME PLAN SHALL SHOW HOW ALL POLLUTAMM INCLUDING WASTE MATERIALS AND OEMOITION DEBRIS. WILL BE HANDUD. W WWJDES MAINTENANCE OF CONSTRUCTION EOIYPMENT. FERTILIZERS, APPLICATION OF CIIEIIICALS, AND WATER TREATMENT SYSTEMS IQ CONTROL DE -WATERING: THE WATER FROM DE -WATERING SYSTEMS FOR TRENCHES, VAULTS AND FOUNDATIONS SHALL BE DISCHARGED INTO A CONTROLLED SYSTEM. 11. MAINTAIN UMPY ME PLAN SHALL PROVIDE FOR INSPECTION AMA MAINTENANCE OF ME PLANNED AND INSTALLED CONSTRUCTION BMPS AS WELL AS WEIR REMOVAL AT ME END OF THE PROJECT 12. MANAGE ME PROJECT: ME PLAN SHALL OUMNE HOW THE SITE SHALL BE MANAGED (y oRW1 FOR EROSION CONTROL AND IDENTIFY THE MANAGEMENT TEAM. INCLUDING A CERINTED EROSION CONTROL SPECIALIST. IT NEEDS TO COVER PHASING. TRAINING. PRE -CONSTRUCTION CONFERENCE. COORDINATION YAW UTILITIES AND CONTRACTORS, MONITORING AND REPORTING. IT SHALL PROVIDE FOR NOTICE OF PROBLEMS, REVISIONS DURING CONSTRUCTION AND CONTINGENCY PLANNING ONE OF THE MOST IMPORTANT ELEMENTS IN THE MANAGEMENT OF ME PROJECT 15 PLANNING FOR CONTINGENCIES BASED ON THE RISK OF EXPOSURE DURING PHASES OF THE DEVELOPMENT. IT IS ESSENTIAL THAT PLARINNG IS ONGOING THROUGHOUT THE LIFE OF ME PROJECT, ME PROJECT CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) NAME AND TELEPHONE NUMBER ARE CHRIS LYON. (425) 471 109 PLAN NOTES: 1, SEPARATE DEMOUTION PERMITS ARE REQUIRED FOR E DEMOJTION OF STRUCTURES 2 ALL AREAS SEPARATED FROM CONSTRUCTION ACTIVITY SHALL REMAIN UNOSWMM BY THE PROPOSED CONSTRUCTON 1 GRADING BEYOND PROPERTY LINES ONTO ADJACENT PROPERTIES IS PROHIBITED EXCEPT WHERE PERMITTED BY EASEMENT. EXISTING GROUND SURFACE AT PROPERTY LINES WILL BE MAINTAINED A INLETS OF THE PERMANENT DRAINAGE SYSTEM SHALL BE PROTECTED FROM SEDIMENT INFLUX BY USE OF FILTER FABRIC. NICROPOEE BAGS. OR SIMILAR FILTERING MATERIALS AND METHODS SEE SLEET C3 FOR PERMANENT DRAINAGE FACILITY LOCATIONS 5. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS DEAN AT ALL TIMES BY SWIPING WASHING OF THESE STREETS WLL NOT BE ALLOWED WITHOUTPRIOR APPROVAL 6, ME CONTRACTOR 15 RESPONSIBLE FOR ALL DEWATERING AND WILL ENSURE MAT ALL DEWATERING WATER IS CLEANED AND FREE OF SEDIMENT PRIOR TO DISCHARGE Z E%ISTING POWER POLE TO BE REMOVED SET" SHEET C6 FOR NEW LOCATION REMOV"EPLACEMENT OF POWER POLES ARE SHOWN PER PUT)APPROVAL A EXISTING SEWER LATERAL SHALL BE OUT AND CAPPED AT ME PROPERTY LINE S EXISTING WATER SERVICE LINE SMALL BE CUT AND CAPPED AT THE MAIN 13 EXISTING WATER METERS WILL BE REUSED WHEREVER WHEREVER POSSIBLE EXISTING ASPHALT I I EXISTING CONCRETE PAYING lY TY INFILTRATION TRENCH Ce12 Warki i; [My. Blare YOU O9 1-800-424-5555 Ufift. UnderWalnd L me6on Cmdar Cogr D.ORWA) FARTHWORK QUANTITIES DISMRDED AREA: 1.00 ACRES EXCAVATION: 750* C.Y. FILL 750* C.Y. THE GUANNTIES OF EXCAVATION AND FILL ARE APPROXIMATE ONLY AND SHALL NOT BE USED FOR CONTRACTUAL PURPOSES RESUB FEB 13 2017 BUILDINODEPARTMENT CRYOFEDMONDS BUILDING PERMIT #: OLD20160598 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE7L�i BY: HFN ILA X 2.1.a L E 0=0 Lovell—Sauerland & Associates, Inc. Engineers/Surveyors/Planners Development Consullanis 19217 36th Avenue W Suite 106 Lynnwood, WA 98036 phone: (425)775-1591 e-mail: info®Isaenglneeringcom web: Isaeoginecring com �k Z Q J ^ LL1 11_ C� Z Z Q) O J ^ 0 z z J N Z 11'.', X W O Z 3: Ct Cr TO O OOf i� O 2LL.I~ Z ~ LJLJ � U LL. LLJ p O J O LQ LL_ i O U V) W 31 c Z O 0_ V) z IIZ SCALE 1" = 20' DRAWN CHECKED SHEET NEVI JW DATE P.0 C2 09-BO-15 PFN USA F17E NO 5537 DF 8 Packet Pg. 32 SECTION 30, T.27N., R.4E., W.M. 0 o d i a a 2.1.a LL i. . rI Lovell-Sa♦uerland REMOVABLE MUQ i & Associates, .> Inc. AND GRATE Engine O En 8 m s SurveTnAr lenners VENT IK&L Irx- ICU Development C.... Kant. EMERGENCY OVERFLOW O jT MINIMUM WALL THICKNESS 4" PVC O D.SS MIN., y�y..�p I , y..i D I 19aF7 961), Av'I'aw W. UNLESS NOTED OTHERWISE I1 I p(.•II..yF ,M>tlhW r..wee.e Suite lOfi WILET �- 4- P ir4" FACTORY TEE REDUCER 1 L .- "•'rn..I+arc.. .I",; kw, Lyn nw uit 10 90038 -n FOOTING DRAIN -�� I.. Mriy fT,. -- -',w---y` -n-w_ 4" PVC (TYP.) �• 7'• phone: (425)775-1591 ICEWTOROTAIi PER WSOOr _ STD PLAN B-5,20-01 �� - Y - _,-� . ti - - - - w.+o. -mail: inloOlImengineeringeom FINE MESH SLYtiFkl - „(47 R(1t,'k. to -NT f1l NOTESY-.}yTOP Dr TLdrM4L 1 "0 'r , .iF'• L CH1A11 web: IseengineerinPcom BOT OF- ROCK=439 SO , •ru'1•M Oi RUCK=A3460-4461i +4ORIFMEN WIH I•y4430J-S (OE) Oi' MM1, "li M 1K ',e«}� •".•�•�� 1, EMERGENCY OVERFLOW IS PROMDED FOR INFlLTRATION TRENCHES H• 7M •_ �{ -- •,• r T� •IT INV. 44Z91Y-[ J,+ (TJM A') .,yy ,p�y,4 n 5'i,r 3f D� (IIII AND YIO-/15), ASSUMING THE FACILITIES WILL BE FULL CR #1. #4. #7. #11 & #12 DUE TO HIGH INFLOWS. OVERFLOW DRAIN SHALL BE TIGHTUNED trap YA 5 l 1 1 px ) TO CB W18. -� 110 IF RQ0C+44&&$ L. 21 2tF, i' STREET S. W. o '-RS• n MY.-4 Ja t:x SSCLt . . • NV OF lt=-44FA o (� TYPE 1 W/SEPARATOR TEE 2 AN OVERFLOW 9RAVI rpt IS CONNECTING 471oN CIS Y2 TO CS OCT. OF ND[7(+Q140 �t 44✓ w NV 19 /1. OVERFLOW PCF11l7 OCCUR WT OF THE CB ASAND CAPTURE �-• - p C2r!rn..-Fw rw �Dr 0(�Rd-dC.{II,Ep_ `+ , NOT TO SCALE BY THE PUBIIC ORARNACE SYSTEM IN BOTH A W.- 1'waC±Pa41DY 3. OVERFLOW WOULD OCCUR OUT OF THE OB All. AND CAPTURE I . DIV.a YPI. 445, - - - BY THE PUBLIC DRAINAGE SYSTEM IN BOTH AVENUE W. -. � t T ` 1Y.. UII• ---- • - 1 O --- ---- - IL •••iNV- 3.1Y-N (O,F,)I ••• TOP 4479i i Toe 441,5! op 44J.'la ,� `eIFFf'•+•'"'w M _ (0 VER 444-35-E µL�F FRAME W/ SOLID COp4V 44A1p..E ro I ) W2.01 Q1p- INV_ 445 B5-N (O.F.) WV. HS,Q�j-X THY aa'+40-H (Oi: I o I EX. BUILDING AV.-444130 4 ROCX �474.pp I ]� I r [ 'D a •� (APPROXIMATE) AV. - µ,A )O _ w or Dor. a RDcx.aN. W-Ra- I p r -ILL A•R 1 MP OF 1iOC'Tr "4 a I •� 4" PVCe7r�. 5" MINIMUM WALL THICKNESS - TOP (X ROOr. i44 SD 'f, IIlV..4410o I 1 n J I S I1L i NY.44J a0 1 JI Bat. OF ROn1.440.50 I A I -20' a 1 ;- --•for. 0� ROL�iaaep �:... OUTLET - r �- I .•. •-•-. .. -- T(t ... _ ....�"rr� Y1 .i, -n WY. 44j00 Fes.. .. 'TOP d.� RTAiQNCINO PER WSODF I -r •I M N_I ••f-jf51+01; LI--N-I-ia pry 40 STD. PLAN B-520-DI IrI-- NOV. 443.{Oi •-(ram--.. -_. R1Y(,IlFltt M,?Ik�ka -ft _v... _ .. __ ?. Grvl oo V f ORS 9fEfT (TT►.) - [] FINE MESH SCREEN- I fi/ I w wr -Y ..$�Y. r.vb I- - •j �--�. I 10 Vi EX. BUILDING 1 • I I (APPROXIMATE) )•+� �• IC I rcn� I { I 1, l CATCH BASIN TYPE 1 L - L L_ 1 I T i9.D, W aa. 4 ' I �L 47P OT ROCIC.A4i h O, r 3-09 TIP OF ROCN.4".25 N1Y.. 443.911 PY WY, a?a0 I1M•4u.75 I•'w NOT TO SCALE 1 I I _ BOr. or Rppe.•u>.w yjq IM BOF. OF ROOTTop -4}q. I p 66 L 5�1�6 a� I �� , •I, � .I� '�I i o�� m e4J.xi l t0 'S m� FIX 4444,&90 - 1S' Y JOP - PR9r s rca N d N 1 i"LINE-N/" ll � 445.2! (ar,) 441.75 ,&4As 9 A' Bc PARKIN ; k E wN I ... G I f'1[RItINC---DOM? HiW�IrL. a s I ' I W 'I n'i k L--- I IQ 4E_ I f cc €aa DYP13Hi5 OF D 1 PR/F+OSED ASPHALT PANHC PAimiW, L 74. W.100' C PAVEMENT YANkNG IL aI I W Sl I I _ P OF RaC%�iH.YO • $SHEET {T1T.) ttIP 44].2t wor R INV. =75 (O:F.) Q 1 - (jai a. g!�%.4N. INV. 44l JS • I • i11 M 8ORC6R IS NOT PAINTED ITEM FOR SIZING REFERENCE ONLY C TOP 44].]6f I INV. 44J,00 i• EAMING ASPHALT PAYEYEHT Q y L-a9-0, w 10 I oP 9F wotK»+4p2s Z fC "I'IiM,r Eesyl eoc nsl l.... Aowmr. i+.✓r b'. TI!P M7.M r IHVN Y , 14 SCE P pY.H44.77 I �' O Y w{vnY rcgNNs AppwAl nllNn,l4P'I4f..>,R •fie INV. 44J 40^W 1�� - .. A ygerNdWll.eik•KA,GARwMYYw dtw r4ledWute INV. 440.90..E (OF,)� M. 4H.9G••w. (Ot.) I WV_ W10 STALL GEC DOT, OF ROCI(.4,19. I -I'�C� O - I ' aria n s,I val of ro4ene55 uenlrudwln of roeker,es,s proM1idleJ - 110 ( 1 I �' - 00 ' I -„ , - �f �� ear er « mMe e,a 4.a $ ! ,» a { unLITY cnlvcr NOTE ~ J z o cerEcoc la ao n,a'" ROC14`AY ,• •..T! •.,n �tv- .►--„ - ' , +... Z I 'D . aY I f'i p.. - - ' woak • • _ I B 510w�YYIRCA41lriC11VIID W J I� Z Q. JL. - 15��• Y+ e5 �• ti `T 1 W11, MR STC ONLY- INE 5 � N i 44 I S H1[ILI CONTACT file PDRSETDRS OF = LF PAVEMENT MARKING T _ T - � - .:I. `} Y - I DTEIEVMMMTw IN AT AREA TO SPnI O p � aF - _ d At4.111UTKS pV AM AWACEIIr TO Q 017447.5 'I �-.��-.s+1�nl „ n - = I Lll+�E-•S1 FINE PRa'fa rr, (50NTFtK?QR m J 72 rv� Ls .4 . VMry uHl1TY Le1CAIKN5; PRIOR to W I� O ( ) 1. WHITE PAINT SHOULD BE USED FOR THE WORDS 'FIRE LANE - NO PARKING EX. BUILDING I .� Y - y +Ijy E COnTRIKA7H F MY COWLFCIS AAE > I� WHICH SHOULD BE PAINTED EVERY 20 FEET (APPROXIMATE) i Q Q HiWaw444.SI • - I�pY-pIIACT EN414FH W 1 2 FIRE LANE - NO PARKING STENCIL SIZE IS 74 ,10. -b I a 0. S 415P 44743. I 0 O Ld I - BOF OF ROO[.4ap. X. 445.20_(QIF 1 - O z L=15, 1r.L T Lr9p_0; w.0. 'I�a yyw 3. FIRE LANE - NO PARKING STENCIL LETTERS 15 41NCH TALL, �p_0tf{}3p4�. K�RQ[i[.444 ♦fp - INV. 44J. l) y I LL.C) LL - - - -I - - - - mrr lY POCK 00 BDi. DF R_OGf.410.90 L-mv, -3. it sP W O O i FOP OF. �FXXK-44MM � I � , (/) U I 91Y.+H 70 j T. d' pCp(r ell.2 + W 30' Ai'II` JD I Z 1`1 1 0 TRASH AND RECYCLE BINS AREA I �----'--------Y`------�f.-�-'-'-^ PII 5 ' I. F.a---- _ �� f III N RRu'cs w 1>)O:d' w •,��LOW FENCE "]TTEAI.'• M1 I IL�-� �1t7 .V lS r--...- - I 1415C, 1ty ��� I I I v c�to z Z o z (QrFey WwnW �ce�LY I115} < � Q Y r]t[drb DRAINAGE CONSTRUCTION NOTES_ ASPHALT PAVEMENT i Q 1 FOOTING DRAINS SHALL BE TICHTIJNEO TO CB SIB Z ROOF AREA DRAINS SHALL BE TIGHTIJNED AND REMAIN SEPARATE FROM ANY FOOTING OR SUBSURFACE DRAINS UNLESS OTHERWISE INDICATED, a TEES, CATCH BASIN CONNECTIONS, SE" E DRAINS AND INLET CONNECTIONS SHALL BE PLACED AT A MINIMUM SLOPE OF 0.5% AND A PARKING STALL DETAILS MAXIMUM SLOPE OF 50% UNLESS OTHERWISE NOTED 4. REWIRED SEPARATION OF ULUTIES SHALL BE MET PER CITY OF EDMONDS NOT TO -LE AND INDUSTRY STANDARDS a COORDINATE WITH ARCHITECT FOR EXACT DOWNSPOUT LOCATIONS, DO NOT 1. STANDARD PARKING STALL DIMENSIONS SHALL BE B 5 FEET IN WIDTH BY 16 5 CONNECT TO FOOTING GRAINS, FEET IN LENGTH. 6. FOOTING DRAIN AROUND BUILDING FOUNDATIONS SHALL BE 4-INCH PERFORATED PVC. 7, OVERFLOW PIPE SHALL BE 4-INCH PVC, UNLESS NOTED OTHERWISE p \ RESUB �i FEB 13 2017 Z BUILDING CITY OF EDMONDS Z BUILDING PERMIT 0! BLD20160598 APPROVED FOR CONSTRUCTION CITY OF EDMONDS SCMe 1" = 20' DRAWN KEM CN¢CX6D JWY SHEET DATE: Cal] ww6re oar Bel -You 00V C3 GATE 09-JO-15 F'B LWI Ul?4 :� { LI ON PM [E1lC NDORWA1 \ mp �I E No 5537 OF 8 Packet Pg. 33 2.1.a 1£F 1L SECTION 30, T,27N., R.4E., W.M. HIGH POINT ELEV � /(// LHIGH POINT STA 0 295, 31 1� 0+97, PM STA = 200+95,31 � L/IA--L�l}LLL/���uLLLJJI /%��' COMMER C(/f�U\ I � 770 HIGH POINT ELEV = 0+60. - HIGH POINT STA SOO+6B.44 Lovell Sauerland PM ELEV = 44EL68 PM STA = 500+68.44 & Associates, Inc. A.D. _ -5.00 PM ELEV = 448-51 Enginelopmerveyors/Planners K = 4,00 - - A0. = -4.00 Development Consultants CS 2 STA 20f+77.98 TYPE 1 W/ SEPARATOR I 20.0' VC I- "� o n M 11 "" STA 200+31.25 TYPE 1 460 A$ 460 500+45.63 BOTH AVENUE W iIPE TYPE K = 7.50 II 300, 19217 36th Avenue W. Suite 106 Lynnwood, WA 90036 TOP 447.32 + 1 o ") W/ SEPARATOR TEE CE W/ SOLID COVER 1.Y flT hone: 425 775-1591 } °� + m w N E6 44611 a P ( ) INV. 443_30 b a = < o a TOP 446.76 TOP 448.05 out 1446-f1 tiSAIH II n ,�„ a INV. 443.00 } a STA 500+13.37 INV. 44,190 „Yf BOTTOM 439.11 a CB SIA 20ITH1.40. 6. R II w .. I:i ] $ + I TYPE 1 mn +N STA 600+1 ].37 e-mail: infoWlsaengineering com TYI=C 2 (48"0) ci > > A F ° W/ SEPARATOR iEE o m TYPE 1L web: Isaengineering com ICP 447.47 w w '•' > m II W TOP 447, 41 �, < W/ SOLD COVER FINISHED GRADE m 0.1' LT • IF h" PVC 442.78 m > E0 44B.48 w I INV 443.40 TOP 447.85 > a EXI.S7. GROUND, FINISHED GRADE IJ ui Li INV. 443.90 STA 202+07,48 a - OUTWASH a43. ; Sa `45D 450 > w TYPE 1L BOTTOM 437.98 [ _ a WEyr �f -1 I EX GROUND .,CY W/ SOLID COVER - - - �.+ TOP 447.6±�- •� INV, 443.3030 444,80 I - 4449 445.40 IL-M4,80 44a.5D- _ - 15�0 PVC ® 2.01 r �W_] 1N1n¢, O - " _ a'* PVC a 2.07 - 441.40 -.440:50- _ 440-90- :22/li/A i39,60--439.80 440 - en rn 11 M l pt^ _.� "440 n , of rn m m + + aO PVC ®1.07 + + + + + + + + na rigs oor e DATUV ELEV M W-A.O' RN,A Rw o< RQo1..44A0 •++ TQP a Rpp(.44s.eD TOP Do NOCi-444 w .. ^' 43u. 00 L-s4Q. W,1o.D L-+o.D W-10,0 INV..4Li.G0 Y - TGP or Mxm-HIAO n ifY 90CK^445.40- L y GOT a flOp[.4A9.E0 x BOr. OF flt7EK-43B.D0 v BQT. M NOG1ra40.5O y •f WV HIS40 VIV.."&g 1 y rti h r ry ISOT. OF ROEV-4w.w Y Bor. OF ROLI�-4 H.40 � � 2.02+0L 0 201+00 - 500+00 501+00 IL L "LINE-N" ROADWAY PROFILE I" - 20 HORIZONTAL "LINE-N/S" ROADWAY PROFILE 1" = 5VCR nCAL = 20' HORIZONTAL s G I' - 5' VERTICAL FTPSTA f01•F49.t3 4• PERFORATED PVC PIPE / I STA 100+87.60 OBSERVATION WELL W/ AC PAVEMENT U 6 W SEPARATOR TEE TYPE 1L 460 CRUSHED SURFACING / LOCKING CLEAN -WTI TOP 447,14 W/ SOLOD COVER RING & COVER C6 INV. 443 10 TOP 447.76 _ COURSES a a Y INV 443.00 _ �'y.. NON -WOVEN FILTER $7A 1D1+ 6.80 aD BOTH AVENUE W - ITS FABRIC (MIRATE 14ONS OR TYPE 1L TPA-1.:. .. EQUAL) W/ SOLID COVER TOP 447.44 I.8' LT II I 4" PERF. PVC w INV. 443.40 EG 446.38 II > STA W3 "F!9 V,U .A}7011 I ` r) _ W (SEE Mn) _ (A ` OUTWASH 442.93 TYPE 1L SrA s +.fT 04. 5TA 1rj2+00.43, &V L BOTTOM 436.38 F w I REAR 31+' ID 1-I - ' YT'E 7_ (48"0) u, W/ SEPARATOR 6 0' , I WASHED LRAHL M TOP , 77 > TOP 446.93 10F 44/,QLMa4MVM YPD RATIO Ix Qi FINISHED GRADE 5 INV 443.00 It 44L' b" oA7 E IC 8" PVC 442 36 n_ a SE1LI _ (MAX. HEIGHTCKERY FRST GROUND In it Ij,fjf}, 13:T}' E i -1 rE 4a"m) TABLE 2 V 444:9C 44,69 444.50 'iE 6 VG 440.39 •IDvr r2A;E . •• I PVC ELEV. .. - f • • -SEE INFILTRATION TRENCH 'K 440 DATA (TABLE 2) 438.90-m 435.69- 43&50- INFILTRATION TRENCH n� 9 9 9 27 LF-B"O PVC 49 1.07. (/2, S, 4, 9, 10, 11) + + } n r��e�e ry dAr VOF L7 V NO SCALE - - - 1715 00 CELL CONTRIBUTING AREA SF) LENGTH (FT) W WIDTH F DEPTH OF ROCK F TOP ELEVATION ROCK BOTTOM ELEVATION ROCK 2 3,127 40.0 &0 &CIO 444,50 438"50 3 5.011 50.0 so 6.00 44460 438 60 4 1,484 15.0 a &00 444.90 438,90 6 7204, 24.0 10.0 4.00 444.90 440.90 7 5.127 49.0 100 400 44540 441.40 11 2,QJ2 2G0 8,0 4.00 444.50 44a50 10 3,963 44b 8.0 5.DO 444.80 439.80 T1 1.709 2D0 B4O 8OD 444.80 439.80 J W LLJ y., o ( V D z C U J w J Z N z Q- Of F- U) L r^ z (a E"1'j,0, WrA L-500'. VA•0.R -4GQ', W-6. pp - O ^, TOR OF ROOF-41410 P 1W or ROpL-444.E0 TOP OF (1oOKr11 V.50 �'y 4" PERFORATED PVC PIPE- AG PAVEMENT H O . � INV.-44340 S INV. 44310 n INV.-443,GO � BOT. OF ROCK-43B 90 GOT. OF ROCK-438.60 v GOT. OF ROCK-43BL50 •F OBSERVATION YELL W/ Q r Y LOCKING CLEAN -OUT CRUSNED SURFACING `� OZ Q RING & COVER COURSES J W 102+00 101+00 100+00 ..yy 1"' T NONWOVEN FILTER (i O Z FABRIC (YIRAFl I4 S OR z LL_ O W „Q .J:•. .t EQUAL) I 1 O "LINE-S ROADWAY PROFILE f 4• PERR. PVC , (n 0 W I• = 20' HORIZONTAL (� (�..,- •T INV. (5YC PLAN) I" = 5' VERTICAL BASIC TREATMENT. ENHANCED TREATMENT IS REQUIRED FOR THE STE LLI LL 4• PERFORATED PVC PIPE I [LEAN S/4• TO 1-1fj DEVELOPMENT. INFILTRATION THROUGH THE BOTTOM OF TRENCH IS _J O l l V) OBSERVATION HELL W/ , F" Tu9NE0 LRAVEL TW1}I • ALLOWABLE AS PART OF ENHANCED TREATMENT MEASURE, IF THE SOILS C : v c C LOCKING CLEAN -OUT a I N"'MUM VC* "Al" TV MEE THE SOIL SUITABILITY CRITERIA AS LISTED BELOW: O L RING & COVER 0.33 O • CATION EXCHANGE CAPACITY > 5% . ORGANIC CONTENT > IN NON -WOVEN FILTER iW.L OD'L .DEPTH OF SOIL USED FOR INFILTRATIONINFILTRATIONTREATMENT MUST BE A MINIMUM d W O GLEN! (10`1 YVI.) EOVAL) E $OIL FABRIC (MIRAFI 140N5 OR ELEV. • 3 OF 18 INCITES WITH ABOVE CNARACIEflIS1K'S } Z Z .-E GOinLIE J . WASTE fiM" MAIFFRALs SNAIL NOT BE u96D As OKiLIRAROt1 50L Q 0 4" Pip. PVC A ` MEDIA NOR SHALL SUCH MEDIA BE PLACED OVER UNCONTROLLED OR i✓ �} INV. (kX T4NU) INFILTRATION TRENCH DATA I NON -ENGINEERED FILL SOILS LE Q Q �{ l%F/41 $(4• TQ I-I/2• TAB1 •• FIELD PERFORMANCE EVALUATION WOULD BE NEEDED TO DETERMINE Q \_ y(^ WASLiO GRAii! MTH - - - WHIM R SOILS MEET THE ABOVE SOIL SUITABILITY CRITERIA ENGINEERED O &diy M03� UM vol0 RATIO Of CONTRIBUTING W DEPTH OF TOP BOTTOM w ��� 5� SOILS MAY BE USED TO MEET THE DESIGN CRITERIA AND THE PERF �. 3- b.- CELL AREA LENGTH WIDTH ROCK ELEVATION ELEVATION '• -ME INFILTRATION TAME 2) ON TRENCH - - taus. Z YJ (SF) (FT (FT) FT) (ROCK) (ROCK DATA (TABLE 2) 1.484 4110 !0 6,D6 449,20 4".2o INFILTRATION TRENCH FES 13 2017 Z 5 1.709 39.0 5.0 7,25 446.25 439.00 (06. 7) LnnLp•A�[xiAApF F.1ar PiAIE' B 1.709 40.0 50 7,25 446,25 439.0o NO SCALE BUILDING PERMIT III;BLD2fl3% aEv , 12 1.484 39.0 5.0 6,00 445,80 439:60 13 1.484 38.0 5.0 6-25 445,W 439-60 APPROVED FOR CONSTRUCTION SCALE 14 1,48844 38.0 50 685.25 445.430.60 CITY OF EDMONDS 1" = 20' W 15 1,438.0 50 6.25 445.85 439.60 �-•`"-�.rci►elE Iy oRAIrN cHXCXeO - SEE INFILTRATION TRENCH DATE Q KEN ,UW7• SHEBT INFILTRATION TRENCH INFILTRATION RATE, 0.25 INCH PER HOUR )ATE FIT (� Al DATA (TABLE I) INFILTRATION TRENCH CONSTRUCTION SHALL CONFORM MIN THE "RENEW OF INDURATION k'..__.`A `Y TRENCH/GALLERY UYWT AND DESIGN- PREPARED IN LIUER &ASSOCIATES, INC ,DATED APPIL 6, 2016, C:4A7 WVAY1y OM1'F B"I,Ire YOU pfp 1 (�1, 5. 16, 12-15) AND SHALL BE MONITORED BY A GEOTECHNICAL ENGINEER, 1-800-424-5�5 09-JO-15 NO SCALE I UV BY: �M UIIIDA4IIAA(IYITrc"T41 ECCAtlon Cw4vT O INFILTRATION TRENCH CONSTRUCTION SHALL BE MONITORED BY A GEOTECHNICAL ENGINEER FRMLfi Ilb?IT,NO.CryWA] FI LE a NO 5537 Dr 8 Packet Pg. 34 1 � P � alN-i•NaC 1 /•.LLah r\W i _ Ire•.•ar wne ,a�x xNaa '•u'�• r 2? 2th STREET S.W. — -- ,L ----- — -- -- " - COMCRCR ADE1yAL1[ I00.ii' STA 0+40.Ji, RT. o p R0 GSl' ETDMON➢8 _ - S7R 18- LV18 i1ER ^� MATCH EXIST. CONIC. STAMOA/10 OWG r4D- li Li1 ,s N CPfk CIlY OF M 1I I I I 1 I 1 EX- BUILDING j I I (APPROXIMATE) rl I J � I n F. EK BUILDING (APPROXIMATE) r t L-i , L ! ± w I I 1 Q �b N 20 N _j _H L___, I 9 EX. B WATE I _ (APRRO IMATE) � I 10 I I i wW. AIL of >askY.Gl'F sYumARP C>,0. Aa f 7A tl1.I „!��I T Y - •I: • - _ _A r XIS '. ADJUST EXIST. „ •/ATILT TO GRADE 2. UTILITY CONFLICT NOTE THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTIUTIES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. A.,.II :0Y ,.Wit b_< 1nSPA,10 1,r .fa04 scar � uG d�J In rafi�cl lDi�i'Io� SECTION 30, T.27N., R.4E., W.M. RA CKIC�FrZ C (0/ UWE 9 20,0' 3W eer,Aae, n.e., .r..oawa.�owaao `_ '�^!�• a >w rto,��w.a'j �' Noa.mA.e em...M, u.mm.mo»eur..x.ee lam,ne..e mr r�Ym.a»m»ure »n,n o, IN. wavwax _:. .IMlwrpIEAYF!• 2 W1wa'GMOE BflFAM aobC aA A+a a',ve bgm of p¢p�eEa r fMM/•.. Imo. • I yr� trW mMeen an Ma a4.sw. wRew dares Yd�be Awn _� ! Y Eb nd place r>..re.AananaareaMasaCoenorolNx.pWpe- _.r.>-- _ ;—� ___�_ wae.vp p�aE f n� j I iti_1 �• .4..�. .• � ��.-.. �a c�+e am r�aa°M�n..m'u.i��e �r,an:E�'ureoro.paa,aa -- - p�ti ) Ly (`"�/ 4 aa.f:MwRam bar mrE ce.9n speplep. gee aYndaN PYn • .r— - Y - ay. F•1LLl2 bLLp Cue arA Guaer RpresseE Cup aro G,ger arA --If r'[Kr ��� atlN..Fa- 1��i- PfEaaran ful bla! 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FS[iwaFa`M.gY4 RHH4N Cub Hemp arbn LNWgMMNme sane eYvaOon as AI,Luro aanp ale�xYg aM a,e.a wNWromalx'al to relsn ._. �w` L, ri r�awcr wrrs- YE.rs�V _ � ••... `' et,.Ka eWlaro- _ I.�-� •��' �-�� t- ro..„na. a.. are a°'i-u wp°rErn orz.re I7473 -i am way •�- :'.. ���f-J� ;.�Lrya•��4 ,,E�_. ,: a wP.� "" w �� I� e . n.. A..r •yr �A�a d1� 0 w`wIONaup...a.p,.r N%JID-FANCY ENTRANCE R�+hA /Ale f PER CITY OF I C No. S STANDARD DWG N0, E 2272 e ....I (SEE DETAIL ON THIS SHEET) '-_ ��� PARA44CL CIiMa HnMP �1 (e STANDARD PLAN F-00.12A3 w CUT LINE TVP. eOrEm¢vIIIY orl,ETflx:ulETc l �-.,,,—a-.-„' f TYPE PAflALLELA PAY MMR mEPAMLLELe PAY MNR L ` hruV road �a�ch I y 1 I STANDARD OWG NO E 213 fill � ael {I I (SEE DETAIL ',N SHEET 37) 1 !M� 4 SiFt- sY GINBICMffrR 1 lI 51A OAR f1F NIX E (SEE L ON Na E C7 zy� ' ly I (SEE DETAIL ON SHEET C]) 2.8 Its' w 00 0 I "t-F11YlLY LNIRANCE PER CITY OF EDMONDS STANDARD DWG. NO. E 2.27.2 [SE£ DETAIL ON THIS SHEET) � I (rJ I r I i w�E 3i f I $ #� CU ROLLED CURE SCALE : 1"=20' IR (LENGT IT II 0' 10• 20' 40' !k 11` EXISTING ASPHALT PAVEMENT PAVEMENT RESTORATION PER CITY OF EDMONDS STD DWG NO E2.3 (SEE SHEET C] FOR DETAILS) NEW CONCRETE PAVING .o SECTION A -A NOTE I. [F DRIVEWAY WIDTH EXCEE➢ES 15'. INSTALL A FULL DEPTH EXPANSION JCINT. 2 THE ACCESS APRON SHALL BE A MINIMUM OF 6' TH[CK AND SHALL BE PLACED ON ?' OF %- CSTC AND COMPACTED GRADE. a MATERIALS- CONCRETE SHALL DE CLASS 3- 3000 PSI. 46 CITY ENGINEER SHALL DETERMINE APPLICABLE COMMERCIAL TYPE ENTRANCE BASED _N LOCATION AND OTHER SITE CONDITIONS � I CITY OE EDMONDS I._--_ k STANDARD DETAIL 111IMMMLYl00WERMEHi MM 2.1.a Lovell-Sauerland & Associates, Inc. Engineers/Surveyors/Planners .... Smla l06 Lynnwood, WA 90036 phone: (425)775-1591 e-mail: infoOlmeng[neering com web: bTengineering.com a c 5 Li Z O z ~ N z ~ (n (n O Q I� O?' Z � � O w Z w O O (/l U 0 ~ (n U c—c L \ O LLJ O Z Z Wa/,7/ca Pe NTS _ r E 23 I ^ C @ ma \ -=1fUh(ai2c4 XX�ivIES a/�ai IJUi R� e��h jjj Hof I N 6ThLL i, �� �>hplr,•'1 'FMi15 .Sht�-i' �3 -; INj1fYLLF?� IN �Cirrl oN �(PYi oVE � �F rLvl - :.arvn�ld Wif�1'n; ihcErin� Iay�e.o-E-Dr C'rto � iri i��yilll cl.kt vI� z Q U 0- J N J (n LLJ Z �O L_ Z F U (n LLJ CD O QL Of LL_ JEC U,I 21116 Z ]JILOIN DEPAPNENT ITY OF EOMONOS BUILDING PERMIT #: BLD20160598 APPROVED FOR CONSTRUCTION firear CITY OF EDMONDS �nr 1" 20' ILI .� DRAIIN CHECI�O SHEET DATE KEM JWY Cal 2 Workirg Days Be[ore You M DATE IS 1-800-424-5555 PPN DD-3D C IIBMiee Underprourd Locaea, Center pAm(m MT,ND ORWA) a� Q Packet Pg. 35 011E TER INS'ALLE9 BY DIV BACK OF METER BOX '�� G EX2iWE SHALL BE SET AT THE PROPERTY LINE. METER SHALL NOT BE PLACED IN BOXES D RIVEXAY AREAS E 4CO)" wA1rN vAN � c� u�Tp � i1L�1iR'.0Cje& � :lm 0A ALL i' SERVCEE TO BC TYPE _K SOFT COPPER TUBING I- BALL CORP_ STOP WTH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET. (FORD OR MUELLER), (, V DUAL PURPOSE UNION ,D) MIPT X C1S GRIP 3- VALVE cU RN STOP EcuAL 10 FORD B84-444Q FOR I' /� OF NEW ANGLE BALL METER VALVE BY S:NGLE CHECK I.5- HIGH 'NTH DUAL PUR�I�ON INLET AND OUTLET. HORIZON -AL IN HORIZONTAL O'UTvEE E A rF»RDVBN94-15W-II-44 USE SAME AS AROVF 'MTN NO SING:.E CHECK ' NSW-II-44. II 0 1" CC TAP SERVICE SADO_E EQUAL TO ROMAC 1Oi5 MID-SIAILS PLASTIC METER BOX I3 FOR I" SERVICE REI2 MS 13. DUCTILE LID ALTO 7X,'x4K' READER FOR I' SERVICE /I OH FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4' STAKE W1M WIN' STENCILED ON IT. 1 O 14GA VINIL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY KIP) TO BE GROUNDED AT METER Al. NO'JSE, OSCHEDLLE TO 3/4- OR 1' PLUG; REMOVE w,EV CONNECTION IS MADE TO CUSTOMER LINE CDK 'WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR © PROPERTY OWNER RESPONSIBLE FOP. PURCHASING 3/4" OR 1• METER THROUGH THE CITY, CITY RILL INSTALL METER AFTER PURCHASE. IF USING 3/4" METER, CI-Y WILL PROVIDE REDUCERS, CITY OF EDiMONDS i1o, STANDARD DETAIL 1"ATERSERVICE'FOR 3/4" aTOR I" METER BEST'i,,_ ]/z4/IT scKr NTS .5 N` E7.6 R 1TE (FOR FIIUNE DEVELOPMENT) SEWER STAR SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED PEACE 2X4 AT END OF 5ID` SEWER SILO AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOV= GRATE. PAINT TOP 18 INCHES WHITE IN 3 INCH HIGH LETTERS, STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUD INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE A,.D 2X4 SAKE AT OR ABOVE FIN!SHFD GRADE, 3 ILI' CASTIRON LOCK-NG LID _10• IAMPHOLE COVER A"' i�' 11"I'It" Ij� r (EAST JORDAN IRON WORKS Cv) tx (MODEL #: 00366106) 6" WYE AND 45' BEND 6" LATERAL R'., `r -0 HAVE �N SLOPE OF 2% V N. TO c -_ 50% MAX, OSSBLE SEWER MAIN GCATION AolAT „n�.:1 ?-y BE RUBBER JOINT BISCUIT PLUG OR ` r / ANG''-E OTHER APPROVED WATEI711GHT PLUG CR GREA.=R POSSIBLE N 0 T E 27. 5' OR SE,4 ER MAIN LEND LOCATION I, WHEN TAPPING INTO EXISTING MAIN AN iNSERTA-TEE SHALL BE USED, PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN, AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE. 2, IE CONNECTING SIDE SEWER TO EX'�ST CONCRETE LATERAL, A CONCRETE/PVC ADAPTER SHALL BE USED AND SECURED PER MFGR'S INSTRUCTIONS CITY. O-_D�`C\IDS _= STANDARD DETAIL_ f D allCOT 01/20/04 TYPICAL SEWER LATERAL 0 CEBERT 05/O6/05 �8g�1g8Q D GERERT q/2/0] ]/24/01 st!1[ ATT 1O' EB.4 SECTION 30, T.27N., RAE., W.M. 2.1.a �Q CKErrs COMMEN W " E Lin Lovell—Sauerlanc r a & Associates, Inc, 1 I SCALE : -20' Kngineers/Surveyors/Planners - �� Development Consultants `^' Qn ;z o E%. CB D' icy2O' 40' 19217 36th Avenue W. 1 S to t06 li<<at.r w I oat Lynnwood, WA 98038 4 •'v' W.. _ phone: (4.)775-1591 ~ e-mail: - •-'C_ - -. t '' il: info®Isaengineering com y, �•� 12 rA'' 'IL'"' "+IrR ah' t�' '� r PROPOSED CONCRETE PAYING web: Isaengineering com 3 E%. a�j�TA 4•v 1'r11h.. '1t: � x. 212th STREET S.W. TOP • N41YIH I-.3,4' IK rn.4.Av R E .... 'n ,N1'. 43dJl:^•5 OIc:: WITH'%" V Ne F.✓' r/'�� • �__ _ _r, _. _Ej41412' ENV: 4.jh: O-WAII tTRIM OLVATEN IN + PROPOSED ASPHALT PAYING EXISTING ASPHALT PAVEMENT , .r+• EXISTING SS LINO . M 4M001.'X 1-i wA "'_7r _____—_- . < -/--.may _ _— a rw P _ - M • TOP Ad M e r LIM w 1,.>"w,1----_•�"_•i-°�'-_a'o.',r�.=L�"�s�` ��-- �, <' I—�ws'.-:Av�..'BsM.s r � IIe-P. i�GMr _ -• _ __ - - _ _ _1,g]:-- `�rf -N iI �+ TRENCH RESTORATION PER CO.E E23 O +"I TP co ecY �H' H=a, . � �---ii%--••• ---�- _� �.�__ I ..- - - n -- T-_;-:I c.�n ;�-� ' .--. - o. g� gyp.. •... ,Nr., �, 111^.711L - - -- ,- xis_ ��L��_ '' T"I J'-+I ti•; F'B�__ �;:��J µH BRIM KW OAS LNE nR r-_J W_ IS, T WURIDO COORDINATE I 'al M I UNDERGROUND I'b I SECTION jrYPI I POWER AND ry l k L L - CIRCUTARAOJUSIMENr !14 t!U-OliD I TELEPHONEjr r - I• 1 (APPROXMATE] I unuIY LocanoN WA7EN.. i ^ �, _ I vnm aacHlTecT "-I J Lr _ AND Y S PER .. • --IF - I I TOP 447.47 I _�• I Ida 9DDUMDS '.-�M1111:IF` IUF' (hP.� ECCOHRICCONE •Li - - I - I I SECIIIX4 - I' - ,« I 1liY )1NY• ar�A A'RL Lr s+ EX. BUILDING j���-'• r -.[r --'tr _ .--Zr`..0=8T- - 1 I _ L 3 (APPROXIMATE) J - '44 f: l 1 p1 T�I I 4A• 54' OR PO' N LL' l I (a} NETT 1d' WATER ' �! METERS AKO 1'I� , ._ QQ t-~ .r, l 1 WA 4ERY14ES s I a M "� fJ Qw .1,1 (j NL111: T SECTIONS o S L 4.bg11� m� 5'd �I V.�E + m _ J I,.I, STEPS OR LAD - xxgg I .d,)j. • IE - SEE Ps.Vk }rG1E N... i J47 DER Y..t SOLP_.•PYCatIa .,5� MI E ZRI: ,�' m W3 I - • NEW 8' SEWER MAIN F%RI I I'gS I • (3)�NEW • WATER j IIt METERSyANyD�tg i ITI�! '' IT WATER L,HV Y 51_0=E >,�A I rrPE 2 4a e 1 • ' : a�ai i �_ ti�i�S-�A_� `..Ill,�ls,i I�,Ra>~ln-rimI ' CHANNEL ANOSHELFZ rr�Jf Zr ~Z J REINFORCING INV. P)Dm I ,HZw pCD x - _._; •il :' •T .'; . ,1 .•L ` 1 s r1) M �• = L T.... i• -. _',. I C - .. • "�`-."' .- E I Y. �W.7Y ?�%.� �1 J �%� (%) 4� 1 .. i'r"�E eT' "� �,y ` N R � .._' � GRAVEL RACKFILL I ON f i 3G - ! •• C) Q 4F Ex. B II,Dg18 1AWNTu�ILih11:1 I _--Jr_-__-- I W-44' --_ ` W-0 4' _ •rl` 1701E--8' PVC I I 77 tf+• I PVC j PIPE ZONE BEDDING ,. " fl SEPARATE BASE INTEGRAL BASE J1 7 PRECAST PRECAST WITH MER Z �O v/ toy T I SSMH. TYPE 2 Q O Z > 0 o Z�, I` NOT TO SCALE 1 if I ` W (-) LL ED O 0 — 7 I�ti r I )fI ice( T J I F0, 1 Knockouts shall have a Wall thickness ofT minlmum to 25- maximum, Q = LU LEI LLJ I 2 For Pipe allowarims, we Standard Plan B-10,20 ?LIJ) 0 U U) +; M llA'44,5 W 6.0' WOOD FENCE — — — — — - s-n z' V { II� Q { �. AN NOTES: 0 00 AORDINATE LOCATIONS OF POWER AND TELEPHONE UTILITY WEBB ARCHITECT AND iNOHOMISH COUNTY PUBLIC UTILITY DISTRICT, AR TION OF UTILITIES SHALL BE MET PER CITY BE EDMONDS AND INDUSTRY iEOUIRED SEPARATION iTANDARDS. ME CONTRACTOR SHALL BE RESPONSIBLE FOR THE SEWER TAP AND INSTALLATION OF iEWER LATERAL WITHIN THE ROW. NEW PIPE THAT IS GREATER THAN 10 FT IN LENGTH MUST BE PRESSURE TESTED 10 DEGREE BENDS AND/OR TEES IN THE SEWER LINE ARE NOT ALLOWED EXCEPT WHEN DONNECTING TO THE APPROVED DISCHARGE, ALL CHANGES IN GRADE OR LINE SHALL BE A AGE WITH 45 DEGREE OR 225 DEGREE BENDS OR WYES, ME MAXIMUM DEFLECTION OF TWO ADJACENT FITTINGS SHALL NOT EXCEED 45 DEGREES 1NLESS THE ADJACENT FITTINGS ARE SPANNED BY STRAIGHT PIPE OR 2 FT OR MORE 'IPES MUST BE BEDDED TO THE SPRINGUNE IN 5/B' CRUSHED ROCK (TYPE 221 NPE BETWEEN PRIVATE SEWER LINES AND RESIDENCES SHALL BE S-INCH PVC. 'RWATE SEWER UNES SHALL BE BEDDED IN PEA GRAVEL OR SAND MANHOLE DIMENSION TABLE DIAM. MIN, MIN. MAXIMUM MINIMUM WALL BASE KNOCKOUT DISTANCE THICKNESS THICKNESS SIZE BETWEEN KNOCKOUTS 48' 4' 6' 11' 8' 54' 4 5' 87 42' 8' 60' Y B' 48' B' (.L.I \ O ` LLI z 0 � Q RESU® Z Kc II.I 2016, All DIN. OEPAR,DA NT Z ^ OF EIMONDS _ BUILDING PERMIT M: BLD20160598 APPROVED FOR CONSTRUCTION SCALE: CITY OF EDK40NDS A� d&TL 1" = 20' ki DATC jWY '� DRAWN CHr. SHEET KEM JWY Cal 2 Warki g Days Before You a9 DATE SO-15 F.B /'V G` 1-800-424-5555 DY Psi C6 Unities Underprolmd Location C-1, 1M' O0T'dl[Xi (ID,MT,ND.OR.WA) ESA PNe No 5537 aFp Packet Pg. 36 7CLEANOUT WITH 45- 4 BEND AND CAP CONCRETE COLLAR OR 2' CIA NU 7X1 E%CEED IW 19TWF.EN CONCRETE COLLAR CLEAN PUTS LEVELING COLLAR CI.EAMILIT NYC WITH CAP AAIp LPCICOIQ. cpYCiN LOCKING COVER i CA\tiRLTL LEAICL]hG COLLAR Ate( NOTE 3 END OP PIPE w rRPPF,H LUG. (CHERNE 27061 OR APPROVED EQUAL) YAYCA TIGHT CAP 11 RISER W14CFFDi �x•�p1,� Lt /FLING EE COLLAft f1 iL5tR 4. OR 6' SIDE SEWER GENERAL CLEANOUT DETAIL 6' WYE AND 45 12 LOCKING COVER BEND 6" CITY STUB SEE NOTE 3. 12- ASPHALT 4' OR 6' SEIC 'CWQ `Ct.JR CLEAN OUT DETAIL AT PROPERTY LINE NOTES: 1. SIDE SEWER JOINTS SHALL BE GASKETED. 6• RISER 2. PIPE SLOPE TO BE 2% MIN 1 FOOT LONG 12" PVC SLEEVE AND UP TO 50% MAX- ��A11Ip p� PIPE GRIPPER PLUG 3. SEWER TO COVER TO I1� ICH'JfNE 270261 OR APPROVED EQUAL) BE EAST JORDAN IRON WORKS TYPICAL CLLOUT UNDER ASPHALT PR DUCT gEQUAL, Q7 OR OR CONCRETE APPROVED EQUAL, (-_ i TY 0 �:_'..- EQ M (DN,Q S 1oNs STANDARD DETAIL a �BExr Dva6ns SEWER CLEANOUT DETAILS 9 GEBERT 4/2/07 lwo Na Ian-1970 w. BIGLBH••• 2/2/15 7/24/0 NTS E62 MA7k1MUM IRLNCIA PAY WIDTH (SEE TABLE BELOW) • 4.. ��`�... � tea' • V -SEE STANDARD DETAIL E2.3 BANK RUN GRAVEL FOR rnZ TRENCH BACKFILL oF65 (1-1/4" MINUS) CSBC o PER COE MOD 0 9-03.19 OR SUITABLE iJ EXCAVATED MATERIAL a AS APPROVED BY CITY x ENGINEER (SEE NOTE 2 BELOW) 6' MIN i w r OtlWC MATERIAL f f rrr r�r (5/6" MINUS) CRUSHED PER a r r COE MOD 9-03.I6.A.2 6' MIN / rF/' (SEE NOTE 2 I I BELOW) B' MIN B' MIN SEE NOTE 17 TRENCH DFPTH SECTION 30, T.27N., R.4E., W.M. G��l ��L�7��'� �OG��IL�G� rTIML Jk1EN' SI HLL BE A NEAT HMA CLASS V2' SIRAICa4Y L:Sti !WD ALL EXPOSED PG 64-22 "I'll SIIA.LL BE krCREO NEATLY (SEE NOTE 5) Wirth 1r8W' STWpARO SPEgB"lCaBIGvS 5•W.7T5111 k' APpBBVEp '!{% BR AYPRpu{u k• [DIAL. SL IV CItCAVAlII1N rq EXISTING AVOID 1/yEFT41N1NG EXISTING EXISTING - MATERIAL 4 a - v d I_ S-E74' MIH15 1RyNCP+ VIPIH CSBC I'Cq VSD01 9-039(3) IMPORT CY4 NATIVE MATERIAL (SEE NUTES 3B4) BAfxHJu fj1{N.L It C{]Ib'AL1LB iO 95'/. M0IE11M ➢CIISIfY [SEE NOTE 21 NOTES(i, : l SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACNFILLING REQUIREMENTS, 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTH D I557. 3 CSBC DEPTH SHALL BE A MINIMUM 6' DR HATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING CSBC DEPTH GREATER THEN 6', THEN CSBC SHALL BE INSTALLED M MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6, 4. IF TRENCH WIDTH EXCEEDS 6 FEET IN WIDTH, THE TOP 2' OF CSBC SHALL BE REPLACED WITH A SEPARATE 2' LIFT OF 5/8' MINUS CSTC PER WSDOT 9-03.9(3), 5 HMA DEPTH SHALL BE A MINIMUM OF 4' THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4' SHALL MATCH E%ISTING. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPIE EQUAL THICKNESS LIFTS NOT EXCEEDING 2' 6. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFDRM[LY SEALED WITH WSDOT STANDARD SPECIFICATIONS APPROVED JOINT SEALANT OR APPROVED EQUAL. i.,� . CITY' . Off- EDfvIO.NQS'. IONS STANDARD bE7A1t 0 GEBERT B4/z/B1 TYPICAL HMA AND UTILITY PATCH a rluss.l IB/Benl N ENGLISH 02/0>/1'57/24/01 iCaE NTS An E2.3 CITY INSPECTION REQUIRED UN WORK PRIOR 7D P[IUR E %PAN$ICPC JOINT IO DUMMY JOINT MIN. O.C- �SM1V LUT ALP A M!N PLAN GUTTER. nm EDGE � FULL DEPTH 1/2' EXPANSION JOINT MATERIAL 5' TO 10' UNDISTURBED rAOR SECTION COMPACTED HATING MA1 UNLESS OTHERWISE SPE BY ENGINEER 2'- 5/11' MINUS CSTC NDTE� 1. CONCRETE SHALL BE CLASS 3- 3000PSI 2. CONCRETE SHALL BE BROOM FINISHED 3. SIDEWALK THICKNESS SHALL PE 5-1/2', 4. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6' THICK. 5. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK 6, CONCRETE SHALL HE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 7. SAW CUT AND REMOVE ACP PAVEMENT A MIN, OF 2' FROM GUTTER FACE TO INSURE ADEQUATE COMPACTION OF ACP AND GUTTER SUBGRABE C(T1'` 0F: ED:MO`ND STANDARD DETAIL D. GEBERT 4/27/05 SMALK D. GEBERT 04 /2/07 �I PAR ]/24/01 BCE NTS � EZ1>t C ITY INSPECTION REOUOIED ON I. WVORK PRDBI TO POUR �•I s-v2• - 1' R 1• IIAr1LM � IT � . ji � II0 L-CT n d + IB' STANDARD 24' ARTERIAL NOTES 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. S EXPANSION JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS 3 EXPANSION JOINTS SHALL BE EVERY IB FEET AND DUMMY (CONSTRUCTION) JOINTS EVERY 6 iEET. q, EXPANSION JOINTS SHALL HAVE 1/2' i0 S/B• WIDE PREMOLDEO JOINT FILLER. e. CONCRETE SHALL BE CLASS 3- 300OPSI. 6 FINISH SHALL BE LIGHT BROOK ] CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND DR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. B ALL SIDEWALKS POURED BEHIND CURB W DRIVEVAY AREAS SHALL BE 6' THICK OVER 2' t6 CSTC WITH SUBGRAOE COMPACTED TO 95% MAXIMUM DENSITY. I 5/8' MINUS CSTC CITY 017EDMONDS. ] SGNDARD TYPE "A" CIAIBIOIR191 DELL 7/24/Bl f..... NIS � W 12 2 Working Deye Before You Dlp . 1-800-424-5555 Ulilbe Undergiround Location Gaoler (ID,MfT,ND,OR,WA) _ 2.1.a L- Lovell-Sauerland & Associates, Inc. Engineers/Surveyors/Planners Development Consultants 19217 38kh Avenue W- Suite 106 Lynnwood, NA 98038 phone: (425)775-1591 e-mail: info®Isaengineering com web: Iseengineering com .1 Ld In J (n _J Q U Ir 'rt'' MW (n ` O W , L_ .A Cal W N� LL Z Z ~ N z ~ (n (n � Z Q � O Z � � O W Z LLI O 0 (n } LL_ H = p U (n O LLI Z (Zn RESUB 1LC0)2016 Z °Crvo°r'nz.v"m"' Z BUILDING PERMIT III: BLD20160598 APPROVED FOR CONSTRUCTION SCAIE CITY OF EDMONDS 1e = 20' DRAWNj 10;D DATE: KENjW.Y SHEEP ATE o9-JO-1 TY I G� PPN p ISA POE No 5537 or O Packet Pg. 37 SECTION 30, T.27N., RAE., W.M. BRA CKETT'S CORNER I 1 1 (2--1 I _ COORDINATE CONSTRUCTION +r-•_� � k rr.,•,9 ' I I „K,N;ax,.r,•,;. TO KEEP SIDE STREETS OPEN ,;al�l::,ii.r"`tml, c x'++'•"' �'0°'� - DDwe:r are�lr - ------------ 32" W 209.97' LrGNMF74 WIN —_ — - 212th STREET S.W. HAUL ROUTE MAP NO SCALE 11ks1.Tr - .::r ".., ..._ „..ten•:,_ _� 7 _ Ot —0� POSTED SPEED LIMITS _. /��•� _I {.ti r BOTH AVENUE M. 25 MPH 212TH STREET SW: 30 MPH INTERSECTION LANE CLOSURE -THREE LANE ROADWAY .A^•w� SIDEWALK DIVERaIGN I I I I SIDEWALK DETOUR Q INTERSECTION PEDESTRIAN TRAFFIC CONTROL � •,wuu w �j I I I 1 T s 1o,rT J 1 I EX BUILDING I I (APPROXIMATE) I I I I r I -1 ti I I I t � 1' ( I EX. BUILDING I (APPROXIMATE) I I I -1 L_rT I L I -) — in'g DSBI �9m TRAFFIC CONTROL PLAN NOTES r 1. ALL TRAFFIC CONTROL SHALL COMPLY WITH THE MANUAL ON UNIFOR, `TRAFFIC CONTROL r DEVICES (MUTCD) STANDARDS 2. FLACGER(S), BARRICADES AND SIGNS SHALL CONFORM 'O THE STA>AARDiAESTABLISHED IN THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVIC1E' (MUTCD). 3. ALL FLAGGERS ARE TO BE EQUIPPED WITH ORANGE SAFETY VESTS ANY HEAD GEAR APPROPRIATE FOR FLAGGING TRAFFIC WITHIN THE PUBUU RIGHT-OFMNMY AND SHALL HAVE VAUD FLAGGING CARDS FROM THE DEPARTMENT OF LABOR AND INDUSTRIES 4 AFTER WORK WITHIN THE TRAVELED ROADWAY IS COMPLETED AT TADj[ Eh0 OF EACH DAY, THE ROAD SHALL BE COMPLETELY OPEN TO TRAFFIC AND ALL EQUIPMENT SHALL BE OUT OF THE TRAVELED ROADWAY. ALL NONAPPLICABLE SIGNS SHALL BE REMOVED, TURNED OR COVERED DAILY WHEN CONDITION NO LONGER EXISTS 5 ACCESS BY EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES 6. CONSTRUCTION SIGNS AND DELINEATORS SHALL BE PROMDED AND MAINTAINED BY ICE CONTRACTOR. 7. APPROVED TRAFFIC CONTROL SIGNS AND MARKINGS ON PRIVATE PROPERTY SHALL BE PROVIDED. INSTALLED AND MAINTAINED BY THE PROPERTY OWNER. _ S. TRAFFlC CONTROL PLAN IS SUBJECT TO CHANGE PRIOR TO CONSTRUCTION. a J A ADDITIONAL SIGNING AND FLAGGING MAY BE REWIRED AS CONDITIONS WARRANT. i 10, SHOULD A PROPOSED SIGN LOCATION FALL WITHIN A PRIVATE DRIVEWAY. CONTRACTOR TO ADJUST LOCATION OF SIGN TO FALL 5'+ BEYOND EDGE OF DRIVEWAY IN DIRECTION OF ROAD TRAFFIC. (10' MAX, FROM PLAN LOCATION) DRIVEWAY ACCESS SHALL BE MAINTAINED AT ALL TIME& 7� 11. ALL EQUIPMENT AND MATERIALS REQUIRED FOR TRAFFIC CONTROL SHALL BE FURNISHED, INSTALLED AND MAINTAINED BY THE CONTRACTOR TO ME SATISFACTION OF THE CITY INSPECTOR OR ENGINEER BENCH MARK SPIKE IN UTILITY POLE ON THE WEST SIDE OFaY,I� AVENUE W. PER SHEET 2 OF 55 OF THE CITY OF EDMONDS CORNERS ROUNDABOUT INTERSECTION IMPROVEMENT PROJEgr% FEDERAL AID NUMBER ; CM-2512(007) Ir ELEVATION : 24259 DATUM : NAVDSB T.B M "A" : EXISTING CASED 4'x4' CONCRETE MONUMENT WITH 1-3/4- BRASS DISC WITH "%" MARK, AS SHOWN17E�EON, ELEVATION : 445.47 C I- a1�2 Ew r w W N t 5 SCALE 1"=20' 0' 10' 20' 40. 2.1.a L E �01 Lovell— Sauerland & Associates, Inc. FFlnineera/SUrvevcre/Planners JUILe IUU Lynnwood, WA 9803E phone: (425)775-1591 e-mail: infoOlssengineering.com web: Isaengineering com k 12 .>;;• r IrIr�T � C I U ' 1 I� � y D TEMP. CONST. ENTRANCE w R II I M WORK AREA 222 y I � E COORDINATE CONSTRUCTION r� TO KEEP SIDE STREETS OPEN V I Q W (0 y j _jr 11� I� a- (if Z r O `° W UTILITY CONFLICT NOTE J Z ~ I I • F=•4.Y/CM. E LOCATION OF UNDERGROUND J I� 0 TH f� I UTIUTIES SHOWN HEREON IS O APPROXIMATE ONLY. THE OWNER Qi _ I SHOULD CONTACT THE PURVEYORS OF = L_ ALL UIIU TIES IN THE AREA TO (n (n �4 I DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO _I Q THE PROPERTY. CONTRACTOR TO ::) LLJ O O VERIFY UTILITY LOCATIONS PRIOR TO Q p� v/ f+ yy CONSTRUCTION. IF ANY CONFLICTS ARE I lj 5 JI I IDENIIFlED CONTACT ENGINEER = r MMEDIATELY. k I O I1 O LIJ z i+ I a�Z ULL� J Lj NOO O , Lu JO' LI..I 30 I LL I ~ LI OUP c w,}1 I O \ E W-7 6' I Q U d— Z O i LL_ V r O Q Q 00 O RESUB DEC O 12016 Z 3u.T' AI Z BUILDING PERMIT BLD20160598 APPROVED FOR CONSTRUCTION scar CITY OF ED�MONDS 1" = 20' �-�L+� I ` DRAWN XFM JWY SHEEP .'.. .. DATE: �� — /'� Catl 2 WDrking DaY EW' You Dig D09-JO-I S P B C 8 1-800-424-5555 BY I ppN UNIB. Undergr..d Lxatlon Center CITY 0MHCEkNZ DI (.,MT.ND,OR WA) L" f°E No ".17 oI 8 T.: Packet Pg. 38 2.1.a SUBDIVISION Guarantee/Certificate Number: Issued By: CHICAGO TITLE INSURANCE COMPANY 500057478c r. CHICAGO TITLE INSURANCE COMPANY RECEIVED a corporation, herein called the Company OCT 112017 GUARANTEES OEVELOPOU DESERVICES Bracketts Corner, LLC, a Washington limited liability company herein called the Assured, against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth in Schedule A. Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. Chicago Title Company of Washington 3002 Colby Ave., Suite 200 Everett, WA 98201 Countersigned By: p F jl F SEAL Authorized Officer or Agent Attachment 6 Subdivision Guarantee/Certificate - PLN20170049 Chicago Title Insurance Company By: Attest: President Secretary Printed: 09.29.17 @ 08:48 AM WA-CT-FNRV-02150.624691-SPS-1-17-500057478c Packet Pg. 39 2.1.a CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO.500057478c ISSUING OFFICE: Chicago Title Company of Washington 3002 Colby Ave., Suite 200 Everett, WA 98201 Main Phone: (425)259-8223 SCHEDULE A Effective Date: September 25, 2017 at 08:00 AM The assurances referred to on the face page are: That, according to those public records which, under the recording laws, impart constructive notice of matter relative to the following described property: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Title to said real property is vested in: Bracketts Corner, LLC, a Washington limited liability company subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. END OF SCHEDULE A Subdivision Guarantee/Certificate Printed: 09.29.17 @ 08:48 AM Page 2 WA-CT-FNRV-02150.624691-SPS-1-17-500057478c Packet Pg. 40 2.1.a EXHIBIT "A" Legal Description For APN/Parcel ID(s): 003736-003-001-03 Lot 1, Block 3, Alderwood Manor No. 9, according to the Plat thereof recorded in Volume 10 of Plats, page 6, records of Snohomish County, Washington; Except the West 435.56 feet as measured along the South line; and Except the North 185 feet. Also the East 185 feet of the North 185 feet of Lot 1, Block 3, Alderwood Manor No. 9, according to the Plat thereof recorded in Volume 10 of Plats, page 6, records of Snohomish County, Washington. Situate in the County of Snohomish, State of Washington. Subdivision Guarantee/Certificate Printed: U9.ZU.9 7 (CU Ut5:46 AM Page 3 WA-CT-FNRV-02150.624691-SPS-1-17-500057478c Packet Pg. 41 2.1.a CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 500057478c SCHEDULE B GENERAL EXCEPTIONS A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. C. Easements, prescriptive rights, rights -of -way, liens or encumbrances, or claims thereof, not shown by the Public Records. D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the Public Records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public Records. F. Any lien for service, installation, connection, maintenance, tap, capacity, or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records. G. Unpatented mining claims, and all rights relating thereto. H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. I. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims or title to water. K. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records, or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. Subdivision Guarantee/Certificate Printed: 99.29A 7 @ 08:48 AM Page 4 WA-CT-FNRV-02150.$24691-SPS•7-17-500057478c Packet Pg. 42 2.1.a CHICAGO TITLE INSURANCE COMPANY SPECIAL EXCEPTIONS GUARANTEE/CERTIFICATE NO. 500057478c SCHEDULE B (continued) No search has been made as to property taxes and assessments. Property taxes and assessments will be searched upon request. 2. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes, statements, and other matters, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on Lot Consolidation/Boundary Line Adjustment No. PLN20160024: Recording No: 201609295001 3. The Company's liability for this report is limited to $1,000.00. This report is based on the company's property records, and no liability is assumed for items misindexed or not indexed in the public records, or for matters which would be disclosed by an inquiry of the parties in possession or by an accurate survey or inspection of the premises. This report and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of, or opinion as to the sufficiency or effect of the matter shown, or an opinion as to the marketability of title to the subject premises. END OF SCHEDULE B Printed: 09.29.17 @ 08:49 AM Page 5 WA-CT-FNRV-02150.624691-SPS-1-17-500057478c Packet Pg. 43 2.1.a �. Cltt OF EDMONDS LOT LINE ADJUSTMENT FILE NO. PLN201SW24 DECLARATION W iX n wii R�1RR�.r�r pF�.yPy n�13�e�w�rpi ,rG .�MgYK�4pgW�O ter' �i't1Kdi � rM,�At1.9�r M+LW 111LvfK K'. Yl.yl .L lXy� A[ Oren11 N r1MlR Mind i ,uw< Rr M w,p rXl YNI —�ci • Xoru ACNNONLEDGMENT Wine d Kdr � ,Yyy awe w4� �i`i ww�.n"rw w`�ia f s n:aw':drwm:.�„r'4..Ra'", .... „rv..e ...,. n. .. rl• P..n K&Ll-Y !l. iAITCAIOLI- w riY�+++6�i.r arr. nice w.ra rar n.x ..r+.e et rmre n �ritG _1L.14- A.F. NO. %OH.0u.,%5o01 ORIGINAL LEGAL DESCRIPTIONS PARCEL A, �.`rM�IRt'r"W Yw� `0�.. inS r`iO1riUr R®N lYuc Wl0 iUR 00 . ♦ iW.pf d 9o�ub� Cq.,n r,RlOt PARfil 6: PARCEL C: :'.arr� i erdu'� :� a ioms v wwr•r ea:ri.1Npx n �a�aom nmt >K Rn W i rat u Q.alm Kae M o,rx Uf: .i rmt ,Xl XoI,X ie rtEr; .N+tt R K On P Weil gird v wewal n.x V �fXrCfi NEW LEGAL DESCRIPTION ld ,�ARROP �d rRr;� „R,a h¢ l rtnYWC R tYt M[d .tOOltt� •iWRr1d�XYw y/,n, ..filO. `+Y'�[K4r M Xuwl,n in�iQtl 14R11m YOq M fOYM IR: 1¢��t M*RfaeorgyR�j'O MR.WS I. WRtlY! �'w...ir �mw�n rnrcrc siwrc R .t at• 0 O,Gei Wv,n v 9Ye101 am d rlsRet> APPROVALS oxia nYe .utHsm ,v, aam,o n x an d oroes Rn.Pe Zi�!(�t0 � f>� SrI {lwe erg l6 TREASURER'S CERTIFICATE .aun. wr*. wn n .k.er LOT CONSOLIDATION/ BOUNDARY LINE ADJUSTMENT FOR BRACKETT S CORNER, LLC IN NW1/4, NE1/4, SECTION 30. T.27N., R.4E., W.M. CITY OF EDMONOS SNOHOMISH COUNTY, WASHINGTON SHEET 1 OF 2 Packet Pg. 44 2.1.a I 3 1 I I I L W I I sn[ '•w W I HOMESTEAD W EOh/7N0.5 COtlDOMWUM I I I coJ I (VOLUME 64. PAGES 200-212) I I [ p L--------------------------- L-------- a A 212th STREET S.W. s. R BASIS OF BEARINGS ric i[. � riti r 4 a c.m .•.v crwarn - _ �`:�rr�ir F-ra•r o.cn �i_ .was Ric rr n.��r iw. . evar . � rom, n. P .a +wr a..,w lfiV ikG • . is .r Luc} _— [� rev, �mF Y fvX,r R,a. ico�in,.m�•r �•uw jl p,'[n0.s w1 al „ rur q SURVEY DATA .'[Y .. (RAarR1. rrMl ■ R:ern.e m�.. 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(3738) (A CONDO) ir prig Y41C ; Nt HAWA i 00 n or 12! 07;: O6 1 flEt� 03 179431 01 • 7 I 01 IL 26 LL � 41 1' 7 TRACTS Z 26*7.i'A �02 ■ r07 - 11 {32 100 (4674) ■TH ST SW--- _ t-051 IB12 1] 14 16 aOD i8134j5q 2 7 07 :m iS7 1 ! N ' 00 TA FI ] ° t.055 3 1.056~ L-05% 4 3 2 1 214TH PL 4 ] 2 1 05 06 01 :07 •,,,,,•s.......a....•.r ■ 1 f056 '1�5431.p00� N" PL -SW .. " � 6 - _.. 214TH PI SW - -�-....1......L.... � 1-048 13 14 1s 14 11 11 17 ".•• --• . I ND 661 tB ......01 ■ 7 ( B -031 204 I 081 TSM AN P RK 4 3 2 1 ��.,,,. 4 } 2 1 7 - 5 6 } } 1 1-063^: 5 4EL-ST• •- ,. 02 '7-215TH•ST-SW - CREST 55) i •,_ B f2 t] 74 15 . CF � B 10 9 � 13 14 11116 '•-031•, •" 7 a 1� y 5 f0 11 t $) .,- ei� 97 SIE TA LE V y" 7 6 5 4 ] 2 1 t^. i 447 -21.90 a 01 -2t5Tk pi -SLY. ._ z 02 �l12 I 0103. M 10 11 12 13 14 9 - 02 (57 i of 00 -sr ••Sµl.�.�._ _— 3� I n, 1 6 � 1 w - 1-003 — 11 0 +L i I t I z l51 9T x. 11 4 1 1 05 1 ILL � � 01 # �'1 OB I_. _ 01 I 0203y. ML Packet Pg. 47 2.1.a 0� 7PI �6301067.001 u°S m .r After recording return to: Brackett's Corner, LLC PO Box 429 Edmonds, WA 98020 Reference: 40127478-805-JS9 1113 F Ulf'!'I111 IN ICI I lit I IN Filly 1111 Sl6a8051H AllR�SHINGT PAS are STATUTORY WARRANTY DEED THE GRANTOR(S) James R. Irwin and Marilyn Irwin, husband and wife, for and in consideration of Ten (510.00) Dollars and other good and valuable consideration in hand paid, conveys and warrants to Brackett's Corner, LLC the following described real estate, situated in the County of Snohomish, State of Washington: THE EAST HALF OF THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 in Block 3 of ALDERWOOD MANOR NO. 9, as per plat recorded in Volume 10 of Plats, page 6, records of Snohomish County auditor; SITUATE IN THE CITY OF Edmonds, County of Snohomish, STATE OF WASHINGTON. Subject to: Those items specifically set forth on Exhibit "A" attached hereto. Abbreviated Legal: (Required if full legal not inserted above.) PTN LOT 1 BLK 3 ALDERWOOD MANOR NO. 9 Tax Parcel Number(s): 00373600300103 Statutory Warranty Deed CW Title LPB-10-05 (Itr) (1/06) z a m Packet Pg. 48 2.1.a 201506301067.002 Reference: Statutory Warranty Deed 40127478-805-]S9 Dated: Jung 26. 2015 SELLERS: ]a S R. Irwin State of Washin ton SS: County of shCA—,0 TV i5h V n AOi5 , before me personally appeared On this day of i to me known to be the individual(s) described in and who executed t e within an d foregoingfeeand voluntary act acknowledged that �. signed the same as—4-I'►S � - deed for the uses and purpos s therein mentioned. Given under my hand and official seal the day and year last above written. Notary Public i and for the State of Residing at Z i Pt . rZDI.a My Appointment expires: Notary Publle State of Washington OESRA A CHESTERFIELD My Appointment Expires Oae 29, 2015 Page 2 of 3 LPB 10-05(Itr) (1-06) Packet Pg. 49 2.1.a EXHIBIT A UNRECORDED LEASEHOLDS, IF ANY; RIGHTS OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON THE LAND; AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. 201506301067.003 Packet Pg. 50 2.1.a After recording return to: Brackett's Corner, LLC P.O. Box 429 Edmonds, WA 98020 Reference: 40150075-805-]S9 201507020254.001 tLI$7f %!Le. !p--e31c a Iill�ll lllllllit �l 1111llll�llilll1INlilt �lllllll111 �� p�0 t2 5ggam i4,'p PIS � SP10�111 COUPY, IASHIpprom a rw LO 0 no STATUTORY WARRANTY DEED THE GRANTOR(S) Philip B. Payne and Nancy C. Payne, Trustees of the The Payne Loving Trust, For and in consideration of Ten ($10.00) Ooilars and other good and valuable consideration to hand paid, conveys and warrants to Brackett's Corner, LLC the following described real estate, situated in the County of Snohomish, State of Washington: THE WEST HALF OF THE EAST 185 FEET OF THE NORTH 185 FEET OF LOT 1 in Block 3 of ALDERWOOD MANOR NO. 9, as per plat recorded in Volume 10 of Plats, page 6, records of Snohomish County auditor; SITUATE in the CITY OF Edmonds, County of Snohomish, STATE OF WASHINGTON. Subject to: Those items specifically set forth on Exhibit "A" attached hereto. Abbreviated Legal: (Required if full legal not inserted above.) PTN LOT 1, B3, AWM NO 9 Tax Parcel Number(s). 00373600300104 Statutory Warranty Deed CW Title LPB-10-05 (Itr) (1/06) Packet Pg. 51 2.1.a Reference: Statutory Warranty Deed 40150075-805-J59 Dated: June 30. 2015 SELLERS: The Payne Loving Trust Philip B. Payne, Trustee CAM JU- - - Nancy d. Payne, Trustee State of WashFnaton SS: County of On his 3br'' day 0 Zo S before me personally appeared to me known to be'the in wdual(s) described in and who a ecuted the within and foregoing instrument, and acknowledged that -�lL� signed the same as r free and voluntary act and deed, and on oath stated that 4 was authorized to execute the instr ment and acknowledged it as the �r of q1., . P,-AL_ to be the free and voluntary act of such3party for ses and purposes therein mentioned Given under my hapey�ndyif�ial sealilrt� d year last above written. Nota Pu c a or Sta e of LOt. �• Resid at 1a `yiaN` xAC,IE i My App&tMfment expires: =w SQ.T`�p1�R��'"•: 5,0 i %s j°UB4tU� � ►.� Page 2 of 3 LPB 10-05(Itr) (1-06) 201507020254 002 Packet Pg. 52 2.1.a EXHIBIT A 1. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, 1F ANY, DISCLOSED BY THE RECORDED PLAT OF ALDERWOOD MANOR NO. 9 RECORDED UNDER RECORDING NO.277344 THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: INGRESS AND EGRESS AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 1365149 3. MATTERS SET FORTH BY SURVEY: RECORDED: NOVEMBER 14, 1986 RECORDING NO.: 8611145003 4, UNRECORDED LEASEHOLDS, IF ANY; RIGHTS OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON THE LAND; AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. O 201507020254,003 Packet Pg. 53 2.1.a 201509140746 001 ELECTRONICALLY RECORDED 201508140748 2 06/1412016 03:53 PM 73.00 SNOHOMISH COUNTY, WASHINGTON Attar re[Grdln4 return tu: Bracketts Corner LLC P.O. Box 429 Edmonds, WA 96020 Reference: 40152446-905-359 STATUTORY WARRANTY DEED THE GRANTORS) Michael L. Dootson, a single person, for and In consideration of Ten ($10.00) Dollars and other good and valuable consideration in hand paid, conveys and warrants to Bracketts Corner LLC, a Washington limited liability company the following described real estate, situated in the County of Snohomish, State of Washington: LOT L, 13LOCK 3, ALDERWOOD MANOR NO. 9, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME t0 OF PLATS, PAGE 6, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE WEST 453.56 FEET AS MEASURED ALONG THE SOUTH LINE; AND "CEPT THE NORTH 185 FEET. SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. Subject to: None Abbreviated Legal: (Required If full legal not inserted above.) PTN LT 1, BLK 3, ALDERWOOD MANOR NO. 9 VOL 10 PG 6 Tax Parcel Number(s): 0037360030010E Statutory Warranty Deed N4* �--' CW Title LPB-10-05 (Itr) (1/06) u� E b Egv a m Co Arno �q T � T c _ x�;¢ F W tp - Packet Pg. 54 2.1.a 201508140746.002 Reference: Statutory Warranty Deed 40152446-805-]S9 Dated: August 7, 2019 SELLER., �* Fiichael L. Dootson State of Washington SS: County of 1 L/Ai 00_� On this 1 Lr day of —).6 / S' , before me personally appeared &. n to me known to be the Indivldual(e3 described In and who executed the within and Foregoing instrument, and acknowledged that _[ — signed the same as ti wl free and voluntary act and deed for the uses and purposes therein mentwned. Given under my hand and official seal the day and year last above written. Notary Public In ano for the State of ,4 4 A rX.'n r Residing at My Appointment expires: Nogry Puente Slate of whshingwn CATNY L MEYER My A jpoinhasnt Epee FO 27. 2b17 Page 2 of 2 LP5 10-05(Itr) (1-06) Packet Pg. 55 2.1.a s of TWA, G .r 0�W CITY OF EDMONDS I 1215TH AVENUE NORTH, EDMONDS, WA 98020 (425) 771-0220 RCW 197-11-965 Adoption Notice ADOPTION OF EXISTING ENVIRONMENTAL DOCUMENT Adoption of (check appropriate box) 11 DNS ❑ EIS ❑ Other Description of current proposal: Unit lot subdivision of the Brackett's Corner ro'ect file PLN20170049 Proponent: Brackett's Corner LLC Location of proposal, including street address if any: 8000 & 8010 212", Street SW and 21216 8016 Ave. W Edmonds WA Title of document being adopted: Brackett's Corner Environmental Checklist and DNS Agency that prepared document being adopted: Brackett's Cornier LLC Date adopted document was prepared: Se tember 24 2014 checklist and December 1 2014 DNS Description of document (or portion) being adopted: Environmental determination for the deli n review associated with the 14-unit Brackett's Corner project file PLN20150050 . The development was on inali envisioned as a condominium proiect but the recentl adopted unit lot subdivision code rovides a different process to create ownership opportunities. There will be no additional environmental impact �s from creating parcel boundaries throughout the site. Building ermits for the 14 units and associated site improvements were issued on or about May 10 2017 and the pro9ect is currently under construction. If the document being adopted has been challenged (WAC 197-11-630), please describe: The Brackett's Corner DNS was not timely appealed. The document is available to be read at (place/time): The document is a—v- iable at the CI 's website and during business hours at the Development Services permit counter. 2nd Floor, City Hall. We have identified and adopted this document as being appropriate for this proposal after independent review. The document meets our environmental review needs for the current proposal and will accompany the proposal to the decision maker. Name of agency adopting document: Citv of Edmonds Contact person, if other than responsible official: Mike Clugston, AICP. Associate Planner Phone: 425-771-0220 Responsible official: Rob Chave Position/Title: Planning Manager Phone: 425.771.0220 Address: 121 5=h Ave Date: Zd Signatur' Attachment 7 PLN20170049 WAC (4/15/98) .80th Ave\21216 (Brackett's Comer)\PLN20170049\SE Packet Pg. 56 2.1.a CITY OF EDMONDS 12151" Avenue North, Edmonds WA 98020 Phone: 425.771.0220 • Fax: 425.771.0221 a Web: www.edmondswa.gov DEVELOPMENT SERVICES DEPARTMENT ■ PLANNING DIVISION MEMORANDUM To: I SEPA Responsible Official From: ' Mike Clugston, AICP, Associate Planner Date: , November 20, 2017 Subject: Notice of Application and SEPA Adoption for preliminary unit lot plat for Brackett's Corner at 8000 & 8010 212" St. SW and 21616 80t" Ave. W (File# PLN20170049) Please find enclosed a notice of application for the referenced project along with a SEPA adoption notice. All materials are available for review at: htt s: ermits.edmonds.wa.us Citizen Web Public CitizenConn Search.as x (search for PLN20170049). Pursuant to WAC 197-11-630, the City of Edmonds is adopting the existing SEPA checklist and determination of nonsignificance that was issued during the design review portion of the project in 2015 under permit PLN20150050. Your jurisdiction was not included when SEPA was originally issued because design review only requires public notice within a 300 feet radius of the project rather than the 1 mile notification required by RCW 58.17.080. Page 1 of 1 Packet Pg. 57 2.1.a of euM A CITY OF EDMONDS r� is�a 121 5TH AVENUE NORTH, EDMONDS, WA 98020 (425) 771-0220 WAC 197-11-970 Determination of Nonsignificance (DNS) DETERMINATION OF NONSIGNIFICANCE Description of proposal: Brackett's Corner, LLC is proposing to construct 14 detached condominium units on approximately one acre. The two commercial buildings and one single-family residence will be removed to accommodate the 14 dwellings which will range in size from 2,100 square feet to 2,400 square feet. The one acre property is currently comprised of three separate parcels which will be combined into one lot. The one acre project site is zoned Multi -Family Residential (RM-2.4). (File # PLN20150050) Proponent: Brackett's Corner, LLC Location of proposal, including street address if any: The project is located at the southwest corner of the intersection of 80th Ave. W. and 212th St. SW. The two commercial buildings are addressed 8000 2121h St. SW (Tax Parcel # 00373600300103) and 8010 2121h St. SW (Tax Parcel # 00373600300104). The single-family residence is addressed 21216 801h'Ave. W. (Tax Parcel # 00373600300105) Lead agency: City of Edmonds ,The lead agency, has determined that the requirements for environmentalanalysis and protectitir', have been adequately addressed in the development regulations and comprehensive plan adopted under chapter 36.70A RCW; and in other applicable local; state, or- faderal laws or rules, as Provided by RCW 43.21 C.240 and WAC 10-1.1458, andlor mitigating measures have been,jwpl,,&0d 1haggalgitnp signiflca11t arlyerse Lmpacts_WJ!!_tie created An environmental impact statement is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. There is no comment period for this DNS. XX This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by January 5, 2016 Project Planner: Sean Conrad, Associate Planner Responsible Official: Robert Chave, Planning Manager Contact Information: City of Edmonds 1 121 5th Avenue North, Edmonds, WA 98020 1 425-771-0220 Date: December 22 2015 Signature: r. XX You may appeal this determination to Robert Chave, Planning Manager, at 121 5th Avenue North, Edmonds, WA 98020, by filing a written appeal citing the specific reasons for the appeal with the required appeal fee, adjacent property owners list and notarized affidavit form no later than January 5 2016 . You should be prepared to make specific factual objections. Contact the project planner to read or ask about the procedures for SEPA appeals. XX Posted on December 22 20115 at the subject site, Edmonds Public Library and Edmonds Public Safety Building. Published in the Everett Herald. Emaiied to the Department of Ecology (SEPA mit ec .wa. ov). Mailed to property owners within 300 feet of the site. The SEPA Checklist, project plans, location map, and DNS are available at www.edmondswa. ov and search for 'Online Permits'. Search for file number PLN20150050. These materials are also available for Page 1 of 2 Packet Pg. 58 2.1.a viewing at the Planning Division — located on the second floor of City Hall: 121 5rh Avenue North, Edmonds WA 98020, 8:00 A.M. and 4:30 P.M. Monday — Friday (except Wednesday, closed). Mailed to the following: XX COMCAST Outside Plant Engineer, North Region 1525 751h St SW Ste 200 Everett, WA 98203 XX Tulalip Tribal Council 6700 Totem Beach Road Marysville, WA 98270 XX Snohomish County Fire District No. 1 Headquarters Station No. 1 Attn.: Director of Fire Services 12310 Meridian Avenue South Everett, WA 98208-5764 XX Department of Archaeology & Historic Preservation P.O. Box 48343 Olympia, WA 98504-8343 cc: File No. PLN20150050 / SEPA Notebook XX XX XX Donna J. Bunten Department of Ecology Shorelands & Envlron. Assist. Program PO Box 47600 Olympia, WA 98504-7600 Brackett's Corner LLC Jake Lyon 320 Dayton Street, Suite 108 Edmonds, WA 98020 Department of Fish & Wildlife 16018 Mill Creek Boulevard Mill Creek, WA 98012 FL 0 J c R c E d `m c `o U Y) m U ML W Page 2 of 2 Packet Pg. 59 2.1.a #P71 RECEIVED �r. CITY OF EDMONDS NOV 0 5 2015 DEVELOPMENT SERVICES ENVIRONMENTAL CHECKLIST Purpose of Checklist: The State Environmental Policy Act (SE PA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can, If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: For nonproject proposals complete this checklist and the supplemental sheet for nonproject actions (Part D). the leasd agency may exclude any question for the environmental elements (Part B) which they determine do not contribute meaningfully to the analysis of the proposalFor nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposer," and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: Brackett's Corner, 2. Name of applicant: Brackett's Corner, LLC 3. Address and phone number of applicant and contact person: Jake n 25 22-0053 20 Davion Street Suite 108 Edmonds Wa 98020 4. Date checklist prepared: September 29, 2015 5. Agency requesting checklist: Cily ofEdwonds Revised on 4115114 Brackett's Corner - SEPAChecklist.doc Page 1 of 27 Packet Pg. 60 2.1.a 6. Proposed timing or schedule (including phasing, if applicable): Phase 1: Con tru ti n beginning sprin&2016 ending 20 most soyflwdy lots Pbace 2: Beginning &11201endi summer 2D] 7 (The rernaining 7 northeriv lots)_ (STAFF COM 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. .No - (STAFF COMMENTS) 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None (STAFF COMMENTS)- 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No (STAFF COMMENTS) Revised on 4115114 Brackett's Corner - SEPA Checklistdoc Page 2 of 27 Packet Pg. 61 2.1.a 10. List any government approvals or permits that will be needed for your proposal, if known. Building Va ite work permi demo emtit iti ht f-w er it Architectual D i n Rev'sew Board AppLoval (STAFF COMMENTS) 11. Give brief, complete description of your proposal, including the proposed uses and size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Remove 1wQ existing ffice b ildin s a d 1 si ie f it l�ou a combine the three sepimrtp tax parcels into I tax arc 1. Tlac prapp§ed 12roipct is cgmposed of 14 d ached condomiom units.he units will ra o in size from, approximately 2 140 square feet to 4 4 s r feet, Once the three current tM parcels are combinecombinell the.t will b approximately 1.03 acres. (STAFF COM 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide range or boundaries of the site(s). Provide legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 'trees Address; 8000-Solo 217,"St SW Edmonds A 9 426 1 21216801h Ave W Edmonds n 9 026 Legal Description- LOT 1 BLOCK 3 ALDERWOOD MANOR NO. 9 ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS PAGE 6. RECORDSF SN HOMISH COUNTY ASHINGTON• EXCEPT THE WEST 453.56 FEET AS MEASURED ALONG THE SQUIH LINE. SITUATE IN THE CITY OF EDM NDS COUNTY OF SNOHOMISH STATE OF WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. (STAFF COMMENTS) Revised on 4115114 Brackett's Corner - SBPA Checklist.doc Page 3 of27 Packet Pg. 62 2.1.a TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Vlg rolling, hilly, steep slopes, mountainous, other: (STAFF COMMENTS) b. What is the steepest slope on the site (approximate percent slope)? Les then 5° (STAFF COMMENTS) C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, and muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of longterm commercial significance and whether the proposal results in removing any of these soils. Please see attached mils and drainage re op rt for ex@11 soil conditions from test pits that wi t e du d. Revised on 4115114 (STAFF COMMENTS) I✓��� ° ^ `-r� �'�� ^'— r S� r c�✓'�. �f'a�l�e-�i� �e�.�d,� l ae�.v� - ��2rwve.s� r v,r�Jc--,-.- �ctin.� � `�h Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. None noted or knn�un. Brackett's Corner - SBPA Checklist doc Page 4 of 27 c� a 0 J r R C E L a `m c L �O♦ V Y) m U m Packet Pg. 63 2.1.a (STAFF COMMENTS) e. Describe the purpose, type, total area and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate source of fill. Please refer to the attached engineers drainage repQrt (STAFF COMMENTS) �r-c. .. l rs �� wc+ �e _ s r ``"` `7C a_A f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No. (STAFF COMMENTS g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 74.8% im er ions (STAFF COMMENTS) h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Silt fence constructigii entran a stockpiles covered,with clear plastic (STAFF COMMENTS) 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and industrial wood -smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Norm l emissions from construction equipment and some dust will he anemted during construction de en in on weather conditions After camnletion of construction normal automobile emissions will be g&nera by an - Revised on 4115114 Brackett's Corner - SEPA Checklist doc Page 5 of27 Packet Pg. 64 2.1.a (STAFF COMMENTS) b. Are there any off -site sources of emissions or odor that may effect your proposal? If so, generally describe. (STAFF COMMENTS) C. Proposed measures to reduce or control emissions or other impacts to the, if any: C ns ruction impacts will n t e si niicant h tential Far oils to be arricd of"' trucks wi! be controlled. Water wil e u ed for dust 1 if needed. (STAFF COMMENTS) 3. WATER a. Surface: (1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, and wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No, (STAFF COMMENTS) (2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Ni.A (STAFF COMMENTS) (3) Estimate the amount of Till and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of Till material. Ill Revised on 4115114 Brackett's Corner - SEPA Checklistdoc Page 6 of27 Packet Pg. 65 2.1.a (STAFFCOMM (4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No. (STAFF COMMENTS) (5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. AT.. (STAFF COMMENTS) (6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. (STAFF COMMENTS) b. Ground: (1) Will ground water be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well Will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. Revised on 4115114 Brackett's Corner - SEPA Checklist doc Page 7 of 27 Packet Pg. 66 2.1.a (STAFF COMMENTS) (2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. (STAFF COMMENTS) C. Water Runoff (including storm water): (1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. The only, urce of runoff is storinwater.—It will bg collpated in catch basins and routed to infiltration trenches with o�ert]o s connect d t e ci storm stem. (STAFF COMMENTS) (2) Could waste materials enter ground or surface waters? If so, generally describe. No. (STAFF COMMENTS) (3) Does the proposal alter or otherwise affect drainage patterns in the vicinityof the site? If so, describe. (STAFF COMMENTS) Revised on 4115114 Brackett's Corner - SEPA Checklist:doc Page 8 of 27 Packet Pg. 67 2.1.a d. Proposed measures to reduce or control surface, ground, runoff water, and drainage pattern impacts, if any: Now system wil—Ifully infiltratc water and reducg impacl on downstream sources. (STAFF COMMENTS) 4. Plants a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other: YES evergreen tree: fir cedar, ine m other: (At soe existing landscape areas) , YES shrubs At some existing landscape areas YES grass At some existin landscape areas pasture crop or grain Orchards, vineyards or other permanent crops wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other: water plants: water lily, eelgrass, milfoil, other: other types of vegetation: (STAFF COMMENTS) b. What kind and amount of vegetation will be removed or altered? The p��rty wii! be clear d of 1 xi tin vegetation, consiting of approximately: 1 — Pine. 1 Cedar. 26 — Firs. Thes - trees range in approximate height of 74' - 120' (STAFF COMMENTS) Revised on 4115114 Brackett's Corner - SEPA Checklistdoc Page 9 oj27 Packet Pg. 68 2.1.a C. List threatened or endangered species known to be on or near the site. None kng�y_t (STAFF COMMENTS) d. Proposed landscaping, use of native plants, or other materials to preserve or enhance vegetation on the site, if any: 25,2ys o t e overall site will be landscaped at thgcomRletion of the proiect.'i'he land ping wiillc in talled to e compliant Aith the Cit of Edmonds Munici al Code. Native la s will be Lifilized withi the [ands a e design. The plan will include deciduous, ever Teen and stre t trees as well as tvoe IL IlI V and y�e V land a in . (STAFF COMMENTS) e. List all noxious weeds and invasive species known to be on or near the site. Nane known. — (STAFF COMMENTS) 5. Animals a. List any birds and other animals that have been observed on or near the site or are known to be on or near the site. Examples include: birds: hawk, heron, eagle, orr I�irrJ other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: Revised on 4115114 Brackett's Corner - SBPA Checklistdoc Page 10 of 27 Packet Pg. 69 2.1.a (STAFF COMMENTS) c� b. List any threatened or endangered species known to be on or near the site. a r 0 None. J r cv C d - L (STAFF COMMENTS) a `m c L 0 V C. Is the site part of a migration route? If so, explain. Y U Nn. � (STAFF COMMENTS) d. Proposed measures to preserve or enhance wildlife, if any: None. (STAFF COMMENTS) e. List any invasive animal species known to be on or near the site. None kllflWll_. (STAFF COMMENTS Revised on 4115114 Brackett's Corner - SEPA Checkiiskdoc Page 11 of 27 Packet Pg. 70 2.1.a 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Flectric for building lights and power. Natural gas fnr heat and socne appliances. (STAFF COMMENTS) b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. N abuilding whin the City of Edmond's height restrictions and is 2 stories. Ihe properlythe west is also 2 h north and the west f the sub'ect propeny is bordered by roads. The properties Lq the sou. It wil I not be affected due to setbacks_ (STAFF COMMENTS) C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: High efficiency HVAC systesns Use of LED lightingwfiixtures throughout (STAFF 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so describe. Revised on 4115114 Brackett's Corner - SEPA Checklistdoc Page 12 of 27 Packet Pg. 71 2.1.a (STAFF COMMENTS) (1) Describe any known or possible contamination at the site from present or past uses. None known No phgpi ass •sm nt has een com feted for thepromr-tY. (STAFF COMMENTS) (2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes undergrand hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. LAsting natural gas lines to be cut ca ed by PSE (STAFF COMMENTS) (3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or constructions, or at any time during the operating life of the project. None_ (STAFF COMMENTS) (4) Describe special emergency services that might be required. None. (STAFF COMMENTS)_ Revised on 4115114 Brackett's Corner - SEPA Checklistdoc Page 13 of27 Packet Pg. 72 2.1.a (5) Proposed measures to reduce or control environmental health hazards, if any: None. (STAFF COMMENTS) b. Noise (1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Traffic from 212'" St SW and 80'h Ave W (STAFF COMMENTS) (2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hour's noise would come from the site. Normal construction noises will occur during construction of the project during construction fours that are approved by the C[W of Edm nds. (STAFF COMMENTS) (3) Proposed measures to reduce or control noise impacts, if any: N/A (STAFF COMMENTS) Revised on 4115114 Brackett's Corner - SEPA Checklistdoc Page 14 of 27 Packet Pg. 73 2.1.a 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. complexes. The proposed pniept will more S-0anfleply integMLt with the Mronding propcTties then the current (STAFF COMMENTS)- - b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfrom or nonforest use? (STAFF COMMENTS) (1) Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: No. (STAFF COMMENTS) C. Describe any structures on the site. Two existing commer dal office huildi ns built in the 1950's ne single family residence built in the 1950' s ociated parkin (STAFF COMMENTS) Revised on 4115114 Brackett's Corner - SEPA Checklistdoc Page 15 of 27 Packet Pg. 74 2.1.a d. Will any structures be demolished? If so, what? Yes. all buiidinga and narking_ (STAFF COM e. What is the current zoning classification of the site? Multi -family —RM-2.4 (STAFF COMMENTS) E What is the current comprehensive plan designation of the site? To reporyt, and rMulate areas for a variety,of housing types. and range of greater densities thanare available in the single-family residential zones while still inaipAgining a residential envir nment Multi -Family Medium Density (STAFF COMMENTS) g. If applicable, what is the current shoreline master plan designation of the site? (STAFF COMMENTS)- - h. Has any part of the site been classified critical area by the city? If so, specify. V� Revised on 4115114 Brackett's Corner - SEPA ChecklisGdoc Page 16 of 27 Packet Pg. 75 2.1.a (STAFF COMMENTS) i. Approximately how many people would reside or work in the completed project? 14-5b—their will be 14 3 bedroom units _ (STAFF COMMENTS) j. Approximately how many people would the completed project displace? Approximately ] Q office employees that work in the two oxisting office buildings and 1 sign gle_ family residence. (STAFF CUM k. Proposed measures to avoid or reduce displacement impacts, if any: N/A (STAFF COMMF..NTS) 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: (STAFF CO In. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of long- term commercial significance, if any: N/A Revised on 4115114 Brackett's Corner - SEPA Checklist doc Page 17 of 27 Packet Pg. 76 2.1.a (STAFF COM 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. 14 3 bedroom units will be constructed and available for le. Middle income liousin (STAFF COMMENTS) b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income housing. (1) single family residence will be eliminated. iyliddle income Housing _ (STAFF COMMENTS)- C . Proposed measures to reduce or control housing impacts, if any: None - - - (STAFF COMMENTS) 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principle exterior building material(s) proposed? Tallest height of n rn osed cture is 28.5' the principLe exterior building materials shall be Hardie la sidding and veneer ne. Revised on 4115114 Brackett's Corner - SEPA Checklistdoc Page 18 of27 Packet Pg. 77 2.1.a (STAFF COMMENTS)- - b. What views in the immediate vicinity would be altered or obstructed? None. (STAFF COMME C. Proposed measures to reduce or control aesthetic impacts, if any: ari tion of terials will be used on the structures and also a wid vari do f ]ant will the used fnr I dsc in . (STAFF COMMENTS) 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Limited light r glare is anticipated uni will [lave emprior li h t will bg gtractively lit at nighttime. (STAFF COMMENTS) b. Could light or glare from the finished project be a safety hazard or interfere with views? No. (STAFF COMM C. What existing off -site sources of light or glare may affect your proposal? None. Revised on 4115114 Brackett's Corner - SEPA Checklistdoc Page 19 of 27 Packet Pg. 78 2.1.a (STAFF COMMENTS) d. Proposed measures to reduce or control light and glare impacts, if any: Use of only down orb down lights so as not to affect adjacent properties (STAFF COMMENTS) 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? L,ynnwoQd Municipal Golf Caur a Edmar ds-W fldwa 1[i hschaol ficlds Col1e a Pla a Middle S hoo! ite Yost Park. Pine Ridge Park. (STAFF COMM b. Would the proposed project displace any existing recreation uses? If so, describe. No. (STAFF COMMENTS)— C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Revised on 4115114 Brackett's Corner - SEPA Checkliskdoc Page 20 of 27 Packet Pg. 79 2.1.a (STAFF COMMENTS) 13. Historic and Cultural Preservation a. Are there any buildings, structures, or sites located on or near the site that are over 45 years old listed in, or eligible for listing in national, state, or local preservation registers located on or near the site? If so, specifically describe. No. (STAFF COMMENTS) b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries. Are there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources. N/A (STAFF COMMENTS)- C . Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the Department of Archeology and Historic Preservation, archaeological surveys, historic maps, GIS date, etc. Checked witli the Cily of Edmonds planning -division on 1011115 (STAFF COMMENTS) d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. NiA Revised on 4115114 Brackett's Corner - SEPA Checklistdoc Page 21 of 27 Packet Pg. 80 2.1.a (STAFF COMM 14. Transportation a. Identify public streets and highways serving the site or affected geographic area, and describe proposed access to the existing street system. Show on site plans, if any. Currentl 212'h St SW and 80`1' Ave W serve the propedy. We are u o in 2)drivew s aacessin the ro er from W4 Ave W (STAFF COM b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop? N.the czcarest bus sto is across the street a rvximately ] 00 feet away. (STAFF COMMENTS)- C . How many additional parking spaces would the completed project or nonproject proposal have? How many would the project or proposal eliminate? The completed proposed pro'ect would have 39 pplking spaces L25 of tho e boing naragc parking5 aec 14 bein exterior parking between units), The rurrcnt site has gpproximately 24 orking sparces. (STAFF COMMENTS} Revised on 4115114 Brackett's Corner - SEPA Checklistdoc Page 22 of27 Packet Pg. 81 2.1.a d. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilityes not including driveways? If so, generally describe (indicate whether public or private). (STAFF COMMENTS) e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. N o. -- (STAFF COMMENTS) f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and anpassenger vehicles). What data or transporation models were used to make these estimates? Please refer to the attached traffic impact analysis.w rkslia inder Z5 peak hpur trim. (STAFF COMM g. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. No. (STAFF COMMENTS) Revised on 4115114 Brackett's Corner - SEPA Checklisxdoc Page 23 of 27 Packet Pg. 82 2.1.a h. Proposed measures to reduce or control transportation impacts, if any: None. (STAFF COMMENTS) 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. Pra os d ro'ect would be 14 homes unable to quantify the effect on public services. (STAFF COMMENTS} b. Proposed measures to reduce or control direct impacts on public services, if any: (STAFF COMMENTS) 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other: Electricity,, natyral�aywater, re#'use service YelePhnne-sanit,r�sewer (STAFF COMMENTS) Revised on 4115114 Brackett's Corner - SEPA Checklist doc Page 24 of 27 Packet Pg. 83 2.1.a b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Water. sanitary sewer, and stonn are _provided through the Cily of Edmonds. Elect ricity-is_ ro�vided thrQush Snohomish PUl7 ntiturni gas is pLgvided th h PSE telephone n c la nravided ihrouahComeast, refuse service is provided through republic Services (STAFF COMME, NTS) C. SIGNATURE I declare under penalty of perjury laws that the above answers are true and correct to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. ///OsAS .Cikgvunfltl c ofProponent Date Submitted Reviewed by Sean Conrad, AICP City of Edmonds Development Services Department Revised on 4115114 Brackett's Corner - SEPA Checklist doc Page 25 of 27 Packet Pg. 84 2.1.a CITY OF EDMON DS 121 5th Avenue North, Edmonds WA 98020 Phone: 425.771.0220 • Fax: 425.771.0221 o Web: www.edrnondswa. ❑v DEVELOPMENT SERVICES DEPARTMENT • PLANNING DIVISION ,") c. 189,,J November 6, 2017 Lee Michaelis AICP Puget Sound Planning 24113 56th Ave. W Mountlake Terrace, WA 98043 lee.michaelis@pugetsoundplanning.com Subject: Letter of Complete Application, Corrections Required — Unit Lot Subdivision at Brackett's Corner (File: PLN20170049) Dear Lee, The City of Edmonds has reviewed the October 11, 2017 submittal for a preliminary unit lot plat at the Brackett's Corner project at 21216 80th Ave. W and 8000 & 8010 212th Street SW. Pursuant to Edmonds Community Development Code (ECDC) Section 20.02.002, the application has been determined to meet the procedural submission requirements and therefore is complete; please accept this letter as the City's completeness notice in accordance with ECDC 20.02.003. The City will proceed to issue public notice as required by Chapter 20.03 ECDC. While the application is technically complete, the attached corrections from the Engineering Division must be addressed before review of the project can continue. Please keep in mind that a complete response to the above information request must be received within 90 days or the application will lapse for lack of information (ECDC 20.02.003.D). If you have any questions, please let me know either at 425-771-0220 or michael.clugston edmondswa.Rov. If you have specific questions about the corrections from Engineering, contact JoAnne Zulauf. Sincerely, Mike Clugston, AICP Associate Planner Attachment 8 PLN20170049 Packet Pg. 85 2.1.a CITY OF EDMONDS NOTICE OF APPLICATION NAME OF APPLICANT: Jake Lyon DATE OF APPLICATION: October 11, 2017 DATE OF COMPLETENESS: November 6, 2017 DATE OF NOTICE: November 20, 2017 FILE NO.: PLN20170049 PROJECT LOCATION: 21216 80th Ave W; 8000 & 8010 2121h Street SW PROJECT DESCRIPTION: Unit lot subdivision at Brackett's Corner (14 unit lots with a central access tract). The buildings and site improvements were reviewed and approved in 2015 and 2016 and are currently under construction. The site is zoned Residential Multifamily (RM-2.4). REQUESTED PERMITS: Preliminary unit lot plat (Type III-B decision by the Hearing Examiner) OTHER REQUIRED PERMITS: None REQUIRED STUDIES: None EXISTING ENVIRONMENTAL Brackett's Corner SEPA DNS (adopted from the associated design review in PLN20150050), critical area determination DOCUMENTS: COMMENTS DUE: November 20, 2017 Any person has the right to comment ❑n this application during public comment period, receive notice and participate in any hearings, and request a copy of the decision on the application. The City may accept public comments at any time prior to the closing of the record of an open record predecision hearing, if any, or, if no open record predecision hearing is provided, prior to the decision on the project permit. Only parties of record as defined in ECDC 20.07.003 have standing to initiate an administrative appeal. Information on this development application can be viewed or obtained at the City of Edmonds Development Services Department, 121 5rh Ave North, Edmonds, WA 98020 between the hours of 8:00 A.M. and 4:30 P.M. Monday through Friday (8:30 - 12:00 only on Wednesday) or online through the City's website at www.edmondswa.gov through the Online Permits link on the Permit Assistance page. Search for permit PLN20170049. CITY CONTACT: Mike Clugston, Associate Planner michael cluaston edmondswa.gov 425-771-0220 Packet Pg. 86 I 2.1.a I f_ pity of Edmonds PLN20170049 Brackett's Corner Preliminary Unit Lot Subdivision Packet Pg. 87 1 2.1.a ADJACENT PROPERTY OWNERS LIST OCT 20�� Attach this notarized declaration to the adjacent property owners list. PLAf1 On my oath, I certify that the names and addresses provided represent all properties located within 300 feet of the subject property. L cl All 16I- AeL-1S nature of ApplicantpfApplicant's Representative Subscribed and sworn to before me this day of (-)CJo�e- r- , Z-0 17 Notary Public in and for the State of Washington Residing at Mou vx+1 CA I-e Texf'a c.e ►%1" foss PHt11" oarokv PUBLIC •: • COMM- "P11"S • MAti• 22. 2021 •'••ry � OF W y�N�t��� Revised on 9130111 P2 -Adjacent Property Owners List Packet Pg. 88 Jam and Smudge free Printing www.averycom a AVER 2.1.a Use Avery(D TEMPLATE 5160® ~ 1-800-GO-AVERY: - '00373600100302 '00373600100307 '00373600100308 Birchwood Edmonds LLC Mary Margaret Mitchell Clifford Edwards 7500 Roosevelt Way NE 21028 80th Ave W 21026 80th Ave W Seattle, WA 98115 Edmonds, WA 98026 Edmonds, WA 98026 '00373600100501 '00373600300106 '00373600300301 William Guimont Bjorn Thuesen Steve Freimark 620 Industry Dr Bldg 8 P O Box 1476 8017 214th PI SW Tukwila, WA 98188 Edmonds, WA 98020 Edmonds, WA 98026 (L '00373600300305 '00373600300306 '00373600300307 0 C Timothy &Tina Fekete Harry Rich Jr Dauer Theodore & Marilyn Living Trt 8025 214th PI 8019 214th PI SW 8015 214th PI SW Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 �+ R c E '00500800000100 '00500800000200 -,,'005008000pnoo Gary Krohn Ben Holt Industries Inc o s City Of d 21032 81st PI W 22508 76th Ave W 25 venue N c Edmonds, WA 98026 Edmonds, WA 98026 mands, ^ 98020 0 Y) '00561200000100 '00561200.000200 '00561200000300 Y Antonio Dacruz D G Sutton Darrell & Leslie Marmion i 21129 81st PI W 21117 81st PI W 750 Edmonds St ca Edmonds, WA 98026 Edmonds, WA 98020 Edmonds, WA 98020 c a� E '00573200000100 '00573200000200 '00573200000300 Dennis Mikkelsen Kurt Ashbridge James & Rosemarie Nichols 8007 213th St SW 8015 213th St SW 8023 213th St SW Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 '00573200000400 '00573200000500 '00573200000600 Alvaro & Anne Garay Peter & Shifflette Heidi Schultz Leroy Bell III 8029 213th St SW 8107 213th St SW 8115 213th St SW Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 00573200001000 '00573200001100 '00573200001200 Norman Shivley Suzanne Fox Christine Dilello-Bartron 8114 213th St sw 8106 213th St S W 8030 213th St SW Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 '00573200001300 '00573200001400 '00573200001500 Jessica Semingson Megan Storey Pierce & Catherine Nichols 8024 213th St SW 8016 213th St SW 8006 213th St SW Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 '00614300002202 '00642500000100 '00660400010100 An Jun Zhi Di LLC Ha Pham Lori O'Neal 6464 High Point Dr SW 8103 214th PI SW 21105 80th Ave W Unit 101 Seattle, WA 98126 Edmonds, WA 98026 Edmonds, WA 98026 0 Packet Pg. 89 � A83Atl-O9-008-� � a idea a6e � s e . owtVZ9,,AU3AV (v wor�taane-NvY n � p, y � 1a abeaanogque uolssaidwi ♦ Bend line Easy Peel Labels 9 I� %NAvErtE:�1.a Use .Avery® Template 51600 Feed Paper expose Pop -Up EdgeTM � '00660400010200 '00660400010300 '00660400010400 Krystyne Kenney Paul & Linnaea Patterson Constance Cotton 21105 80th Ave W #102 21105 80th Ave W Unit 103 21105 80th Ave W Unit 104 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 '00688400110100 '00688400110200 '00688400110300 Cindy Johnson Emily Nolan Diane McClenahan 21107 80th Avenue W #101 21107 80th Ave W Unit 102 21107 80th Ave W Unit 103 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 a '00688400110400 00799900010100 '00799900010200 r C J Phyllis Garbutt Betty Lowdon John Gamlam 21107 80th Ave W Unit 104 PO Box 3021 127 Skyline Dr Edmonds, WA 98026 Lynnwood, WA 98046 Edmonds, WA 98020 c E '00799900010300 '00799900010400 '00799900010500 m Kirk &Julie Bradley Deidra Parsinen Bowen Revocable Inter Vivos Trust a 7924 212th St SW Unit 103 7924 212th St SW Unit 104 4015 164th St SW Ste 118 Edmonds, WA 98026 Edmonds, WA 98026 Lynnwood, WA 98087 v 1n '00799900010600 '00799900010700 '00799900010800 he John O'Sullivan Melissa Hoeman Alan Tagle 7924 212th St SW Unit 106 7924 212th St SW Unit 107 5002 152nd St SW m Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 '00799900010900 '00799900011000 '00799900011100 Michele Joubert Ronald & McCullough Alicia Hammill Daniel Kolomiyets 7924 212th St SW #109 7924 212th St SW Unit 110 7924 212th St SW Unit 111 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 '00799900011200 '00799900011300 '00799900011400 L- Jimmy Liu Christine Schillereff Sheldon Odahl 12601 NE 154th St 7924 212th St SW #113 7924 212th St SW Apt 114 Cl) Woodinville, WA 98072 Edmonds, WA 98026 Edmonds, WA 98026 r '00799900020100 '00799900020200 '00799900020300 t w Rosemary Olson Nancy Clark William Ortiz +% 7924 212th St S W #201 7924 212th Ave SW #202 7924 212th St SW Unit 203 E Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 r Q '00799900020400 '00799900020500 '00799900020600 Piercy Donald & Martha Ellen J Trust Zachary Mullins Patricia Twitchell 733 Melody Ln 7924 212th St SW #205 7924 212th St SW Unit 206 Edmonds, WA 98020 Edmonds, WA 98026 Edmonds, WA 98026 '00799900020700 '00799900020800 '00799900020900 Julie Vandevender Rebecca Dickey Thomas Reeves 7924 212th St SW #207 7924 212th St SW Unit 208 7924 212th St SW #209 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 , Packet Pg. 90 ttiquettes faciles A peter ; Repliez h la hachure afin de Sens de ro„Ajar 1. r hti j Pnn-1InTM 1-S00-Ci0-AVERY Easy Peel® Labels i ♦ Bend along line to n A�/E 2.1.a Use Avery® Template 51600 1 Feed Paper expose Pop -Up Edge TM V '00799900021000 '00799900021100 '00799900021200 Sandra Bowers Claudine Burgos Brendan & Jaton Mary Eyman 7924 212th St SW #210 7924 212th St SW #211 7924 212th St SW Unit 212 Edmonds, WA 98020 Edmonds, WA 98026 Edmonds, WA 98026 '00799900021300 '00799900021400 '00799900030100 Ryu And Bi Corporation Margaret Driscoll Maria Balarezo PO Box 83585 7924 212th St SW Unit 214 7924 212th St SW Unit 301 Seattle, WA 98145 Edmonds, WA 98026 Edmonds, WA 98026 '00799900030200 '00799900030300 '00799900030400 Ramiz & Sabina Bajrovic Thomas Pardun Cody Danson 7924 212th St SW Unit 302 PO Box 2986 7924 212th St SW Unit 304 Edmonds, WA 98026 Spokane, WA 99220 Edmonds, WA 98026 '00799900030500 '00799900030600 '00799900030700 Ryu And Bi Corporation William Karger Stephen Lacy PO Box 83585 7924 212th St SW Unit 306 603 7th Ave N Apt A203 Seattle, WA 98145 Edmonds, WA 98026 Edmonds, WA 98020 '00799900030800 '00799900030900 '00799900031000 Y Margaret Riordan Koses Sivakua Sigmund Andreassen M 7924 212th St SW Unit 308 7924 212th St SW Unit 309 7924 212th St S W #310 M Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 rn c a� E '00799900031100 '00799900031200 '00799900031300 Dionisios & Joanna Plarinos Creighton Kolbeck Cheri Moy c° 7924 212th St SW Unit 311 8125 212th St SW Unit 9 7924 212th St SW Unit 313 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 M le- a '00799900031400 '00814100000100 '00814100000200 Deanna Smyth Morag Kendra Stewart Catherine Alexander 7924 212th St SW Unit 314 8017 212th St SW Unit 1 8017 212th St SW Unit 2 U) Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 r '00814100000300 '00814100000400 '00814100000500 t w William & Michelle Goodman Steven & Jenaca Kelly Lali Liparteliani 8017 212th St SW Unit 3 8017 212th St SW Unit 4 8017 212th St SW Unit 5 E Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 t U r Q '00814100000600 '00814100000700 '00814100000800 Mary Gladys Almeida Marda & Terry Dockter Christopher Ives 21116 80th Ave W # 6 21116 80th Ave W Unit 7 21116 80th Ave W Unit 8 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 '00814100000900 '00814100001000 '00814100001100 Wai Sze & Tsz Chun Wong Sarah Anne Wright Stephanie Alejo 21114 80th Ave W Unit 9 23107 82nd Ave W 21114 80th Ave W Apt 11 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 Packet Pg. 91 , Etiquettes faciies a peter A%ICVVO 61GfR� I A Repliez a Ia hachure afin de Sens de riAvPlPr Ia. rPhnrrl POO-UOTM ! 1-800-GO-AVERY AH3A`d-09-008-L i wlan-Clod paogaj el J819A9J ap sues~ ®09L5 ®At1MIAv 4,ae 2.1.a wog fUane•mmm ep uge amyaey el g za!idaa - I jaled @ sajf 101095900000100 '01095900000200 '01095900000300 Pedro & Monroy Wendy Rubi Cordoba Naomi Yanagishita Rebekah Dodson 8030 212th St SW 8032 212th St SW 8034 212th St SW Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 '01095900000400 '01095900000500 '01095900000600 Abadi LLC Minh-Nguyet Huynh Lexi Garberg 15306 61st PI NE 8038 212th St SW 8044 212th St SW Unit 6 Bothell, WA 98028 Edmonds, WA 98026 Edmonds, WA 98026 '01095900000700 '01095900000800 '01095900000900 Ruth & Epstein Mark Egger David & Keri Jordan Karl Christianson 8044 212th St SW #5 8044 212th St SW Unit 4 8044 212th St SW #3 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 '01095900001000 '01095900001100 '01095900001200 Sui Fun Josephine Lam Craig & Falkner Rachel Norman Teresa Marie Horne 8044 212th St SW Unit 2 8044 212th St SW Apt 1 8040 212th St SW Unit B Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 '01095900001300 '01095900001400 101095900001500 Jessica Witzigrueter Ann West David Kim Ou 8040 212th St SW Unit A 8024 212th St SW 8022 212th St SW Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 '01095900001600 '01095900001700 '27043000105100 Anouar Abdou Mark & Sarah Jacobs Norwegian Wood LLC 8026 212th St SW 8028 212th St SW PO Box 177 Edmonds, WA 98026 Edmonds, WA 98026 Lynnwood, WA 98046 '27043000105500 Lee A. Michaelis Brackett's Corner, LLC Steve Freimark Properties LLC Puget Sound Planning ATTN: Jake Lyons 21323 80th Ave W Ste 101 24113 56th Ave W 320 Dayton Street Edmonds, WA 98026 Mountlake Terrace, WA 98043 Edmonds, WA 98020 T wla6p3 dD dod asodxa .,�.. jaded Pad ®0 Packet Pg. 92 wa09ZS @jWaA'd of aull 6uoie puae Slaq�l glaad s 3 2.1.a CITY OF EDMONDS - NOTICE OF APPLICATION (REISSUED) NAME OF APPLICANT: Jake Lyon DATE OF APPLICATION: October 11, 2017 DATE OF COMPLETENESS: November 6, 2017 DATE OF NOTICE: November 24, 2017 (Original notice was Nov. 20, 2017) FILE NO.: PLN20170049 PROJECT LOCATION: 21216 80th Ave W; 8000 & 8010 212" Street SW PROJECT DESCRIPTION: Unit lot subdivision at Brackett's Corner (14 unit lots with a central access tract). The buildings and site improvements were reviewed and approved in 2015 and 2016 and are currently under construction. The site is zoned Residential Multifamily (RM-2.4). REQUESTED PERMITS: Preliminary unit lot plat (Type III-B decision by the Hearing Examiner) OTHER REQUIRED PERMITS: None REQUIRED STUDIES: None EXISTING ENVIRONMENTAL Brackett's Corner SEPA DNS (adopted from the associated design review in PLN20150050), critical area determination DOCUMENTS: COMMENTS DUE: December 8, 2017 (Original notice had November 20 for Comments Due) Any person has the right to comment on this application during public comment period, receive notice and participate in any hearings, and request a copy of the decision on the application. The City may accept public comments at any time prior to the closing of the record of an open record predecision hearing, if any, or, if no open record predecision hearing is provided, prior to the decision on the project permit. Only parties of record as defined in ECDC 20.07.003 have standing to initiate an administrative appeal. Information on this development application can be viewed or obtained at the City of Edmonds Development Services Department, 121 5th Ave North, Edmonds, WA 98020 between the hours of 8:00 A.M. and 4:30 P.M. Monday through Friday (8:30 - 12:00 only on Wednesday) or online through the City's website at www.edmondswa.gov through the Online Permits link on the Permit Assistance page. Search for permit PLN20170049. CITY CONTACT: Mike Clugston, Associate Planner michael.clugston edmondswa.gov 425-771-0220 Packet Pg. 93 I 2.1.a I L, City of Edmonds PLN20170049 Brackett's Corner Preliminary Unit Lot Subdivision Packet Pg. 94 T "I, -""OT- (3wdn-dod I JalaAgAJawa6jeyp r IJam and �nting ap ul;e a'n axaljd"WVVW�IUse Aver60� 'i-8410-G03RVER 0091.53 } je 2.1.a '00373600100302 '00373600100307 Birchwood Edmonds LLC Mary Margaret Mitchell 7500 Roosevelt Way NE 21028 80th Ave W Seattle, WA 98115 Edmonds, WA 98026 '00373600100501 '00373600300106 William Guimont Bjorn Thuesen 620 Industry Dr Bldg 8 P O Box 1476 Tukwila, WA 98188 Edmonds, WA 98020 '00373600300305 '00373600300306 C Timothy & Tina Fekete Harry Rich Jr 8025 214th PI 8019 214th PI SW Edmonds, WA 98026 Edmonds, WA 98026 '00500800000100 '00500800000200 Gary Krohn Ben Holt Industries Inc 21032 81st PI W 22508 76th Ave W Edmonds, WA 98026 Edmonds, WA 98026 '00561200000100 '00561200-000200 Antonio Dacruz D G Sutton 21129 81st PI W 21117 81st PI W Edmonds, WA 98026 Edmonds, WA 98020 '00573200000100 '00573200000200 Dennis Mikkelsen Kurt Ashbridge 8007 213th St SW 8015 213th St SW Edmonds, WA 98026 Edmonds, WA 98026 '00573200000400 '00573200000500 Alvaro & Anne Garay Peter & Shifflette Heidi Schultz 8029 213th St SW 8107 213th St SW Edmonds, WA 98026 Edmonds, WA 98026 00573200001000 '00573200001100 Norman Shivley Suzanne Fox 8114 213th St sw 8106 213th St S W Edmonds, WA 98026 Edmonds, WA 98026 '00573200001300 '00573200001400 Jessica Semingson Megan Storey 8024 213th St SW 8016 213th St SW Edmonds, WA 98026 Edmonds, WA 98026 '00614300002202 '00642500000100 Jin Jun Zhi Di LLC Ha Pham 6464 High Point Dr SW 8103 214th PI SW Seattle, WA 98126 Edmonds, WA 98026 T � r a��5p� do -do asodxa . jaded paai 009LS GAMMAW "ANTi�aW 7Auae i ■ '00373600100308 Clifford Edwards 21026 80th Ave W Edmonds, WA 98026 '00373600300301 Steve Freimark 8017 214th PI SW Edmonds, WA 98026 c� a '00373600300307 0 J Dauer Theodore & Marilyn Living T 8015 214th PI SW Edmonds, WA 98026 c E '005008000 0900 L- o s City Of 25 venue N monds, N 98020 0 V Y) '00561200000300 m U Darrell & Leslie Marmion 750 Edmonds St m ca Edmonds, WA 98020 '00573200000300 James & Rosemarie Nichols 8023 213th St SW Edmonds, WA 98026 '00573200000600 Leroy Bell III 8115 213th St SW Edmonds, WA 98026 '00573200001200 Christine Dilello-Bartron 8030 213th St SW Edmonds, WA 98026 '00573200001500 Pierce & Catherine Nichols 8006 213th St SW Edmonds, WA 98026 '00660400010100 Lori O'Neal 21105 80th Ave W Unit 101 Edmon 8026 Packet Pg. 95 f@09L T A113"-09'008-t F ,,,,dn-doh jo aj a ja!ana� wauaa6Jey3 f s as QD09L5 3AV 4!je 2.1.a , kasy Pee10dmbd Ae nn► M i a*!}e a e za!�q along sm E Use AveryD Template 5160b � Feed Paper �� expose Pop-up e" A '00660400010200 '00660400010300 '00660400010400 Krystyne Kenney Paul & Linnaea Patterson Constance Cotton 21105 80th Ave W Unit 104 21105 80th Ave W #102 21105 80th Ave W Unit 103 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 '00688400110100 '00688400110200 '00688400110300 Cindy Johnson Emily Nolan Diane McClenahan 21107 80th Avenue W #101 21107 80th Ave W Unit 102 21107 80th Ave W Unit 103 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 a '00688400110400 00799900010100 '00799900010200 r 0 r Phyllis Garbutt Betty Lowdon John G 21107 80th Ave W Unit 104 PO Box 3021 127 Skyllineine D Dr Edmonds, WA 98020 cv Edmonds, WA 98026 Lynnwood, WA 98046 Y '00799900010300 '00799900010400 '00799900010500 a Kirk & Julie Bradley Deidra Parsinen Bowen Revocable Inter Vivos Tru `m 7924 212th St SW Unit 103 7924 212th St SW Unit 104 4015 164th St SW Ste 118 0 Edmonds, WA 98026 Edmonds, WA 98026 Lynnwood, WA 98087 Y V 00799900010600 '00799900010700 '00799900010800 m U John O'Sullivan Melissa Hoeman Alan Tagle m 7924 212th St SW Unit 106 7924 212th St SW Unit 107 5002 152nd St SW WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, a� '00799900010900 '00799900011000 '00799900011100 Michele Joubert Daniel Kolomi ets Ronald &McCullough Alicia Hammill Y 7924 212th St SW #109 7924 212th St SW Unit 110 7924 212th St SW Unit 111 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 00799900011200 '00799900011300 '00799900011400 hld Sheldon Oa f° }' Jimmy Liu Christine Schillereff 7924 212th St SW #113 7924 212th St SW Apt 114 N 12601 NE 154th St WA 98072 Edmonds, WA 98026 Edmonds, WA 98026 r Woodinville, t x '00799900020100 '00799900020200 '00799900020300 w +: Rosemary Olson Nancy Clark Y William Ortiz 7924 212th St SW Unit 203 E 7924 212th St S W #201 7924 212th Ave SW #202 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 Q '00799900020400 '00799900020500 '00799900020600 Piercy Donald & Martha Ellen J Trust Zachary Mullins Patricia Twitchell 7924 212th St SW Unit 206 733 Melody Ln 7924 212th St SW #205 Edmonds, WA 98026 Edmonds, WA 98020 Edmonds, WA 98026 '00799900020700 '00799900020800 '00799900020900 Julie Vandevender Rebecca Dickey Thomas Reeves 7924 212th St SW #209 7924 212th St SW #207 7924 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'00799900021000 '00799900021100 '00799900021200 Sandra Bowers Claudine Burgos Brendan & Jaton Mary Eyman 7924 212thSandra St 7924 212th St SW #211 7924 212th St SW Unit 212 Edmonds, WA 98026 Edmonds, WA 98020 Edmonds, WA 98026 '00799900021300 '00799900021400 '00799900030100 Ryu And Bi Corporation Margaret Driscoll Maria Balarezo 7924 212th St SW Unit 301 PO Box 83585 7924 212th St SW Unit 214 Edmonds, WA 98026 Seattle, WA 98145 Edmonds, WA 98026 a '00799900030200 '00799900030300 '00799900030400 r 0 r Ramiz & Sabina Bajrovic Thomas Pardun Cody Danson 7924 212th St SW Unit 304 7924 212th St SW Unit 302 PO Box 2986 Spokane, WA 99220 Edmonds, WA 98026 M Edmonds, WA 98026 p 00799900030500 '00799900030600 00799900030700 a Ryu And Bi Corporation William Karger Stephen Lacy 603 7th Ave N Apt A203 c PO Box 83585 7924 212th St SW Unit 306 Edmonds, WA 98020 L- 0 V Seattle, WA 98145 Edmonds, WA 98026 '00799900030800 00799900030900 00799900031000 m U Margaret Riordan Koses Sivakua Sigmund Andreassen m 7924 212th St SW Unit 308 7924 212th St SW Unit 309 7924 St S W WA 980132626 Edmonds, Edmonds, WA 98026 Edmonds, WA 98026 , a� '00799900031100 Dionisios & Joanna Plarinos 7924 212th St SW Unit 311 Edmonds, WA 98026 '00799900031400 Deanna Smyth 7924 212th St SW Unit 314 Edmonds, WA 98026 '00814100000300 William & Michelle Goodman 8017 212th St SW Unit 3 Edmonds, WA 98026 '00814100000600 Mary Gladys Almeida 21116 80th Ave W # 6 Edmonds, WA 98026 '00814100000900 Wai Sze & Tsz Chun Wong 21114 80th Ave W Unit 9 Edmonds, WA 98026 T-m,01L5 r AMNIA W .lam. 1 '00799900031200 Creighton Kolbeck 8125 212th St SW Unit 9 Edmonds, WA 98026 '00814100000100 Morag Kendra Stewart 8017 212th St SW Unit 1 Edmonds, WA 98026 '00814100000400 Steven & Jenaca Kelly 8017 212th St SW Unit 4 Edmonds, WA 98026 '00814100000700 Marda & Terry Dockter 21116 80th Ave W Unit 7 Edmonds, WA 98026 '00814100001000 Sarah Anne Wright 23107 82nd Ave W Edmonds, WA 98026 ! Wla6p3 do-dvd asadxa � waded paaj i � 06awi F7uale awW.1:.,9 j-6-6-kA9YP AW'^ 'i:, i '00799900031300 Cheri Moy 7924 212th St SW Unit 313 Edmonds, WA 98026 '00814100000200 Catherine Alexander 8017 212th St SW Unit 2 Edmonds, WA 98026 '00814100000500 Lali Liparteliani 8017 212th St SW Unit 5 Edmonds, WA 98026 '00814100000800 Christopher Ives 21116 80th Ave W Unit 8 Edmonds, WA 98026 '00814100001100 Stephanie Alejo 21114 80th Ave W Apt 11 Edmo Packet �g. :9 7D D 88 IIse3 i ww �, �-j j r41�'Qft1Q P•��'cT1!'I�a.7J }U_nU1.3w; �l lC'i�j7'v ; ®QOI G�J]+��V Lj r 101095900000100 '01095900000200 '01095900000300 Pedro & Monroy Wendy Rubi Cordoba Naomi Yanagishita Rebekah Dodson 8030 212th St SW 8032 212th St SW 8034 212th St SW Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 101095900000400 101095900000500 '01095900000600 Abadi LLC Minh-Nguyet Huynh Lexi Garberg 15306 61st PI NE 8038 212th St SW 8044 212th St SW Unit 6 Bothell, WA 98028 Edmonds, WA 98026 Edmonds, WA 98026 IL '01095900000700 '01095900000800 '01095900000900 r 0 J Ruth & Epstein Mark Egger David & Keri Jordan Kari Christianson c 8044 212th St SW #5 8044 212th St SW Unit 4 8044 212th St SW #3 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 c E 101095900001000 '01095900001100 '01095900001200a. Sui Fun Josephine Lam Craig & Falkner Rachel Norman Teresa Marie Horne 8044 212th St SW Unit 2 8044 212th St SW Apt 1 8040 212th St SW Unit B i Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 Lj In '01095900001300 101095900001400 '01095900001500 m U CU Jessica Witzigrueter Ann West David Kim Ou m 8040 212th St SW Unit A 8024 212th St SW 8022 212th St SW Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 a� E 101095900001600 '01095900001700 27043000105100 Anouar Abdou Mark & Sarah Jacobs Norwegian Wood LLC 8026 212th St SW 8028 212th St SW PO Box 177 c Edmonds, WA 98026 Edmonds, WA 98026 Lynnwood, WA 98046 r° 0 a a� '27043000105500 Lee A. Michaelis Brackett's Corner, LLC L Steve Freimark Properties LLC Puget Sound Planning ATTN: Jake Lyons N 21323 80th Ave W Ste 101 24113 56t" Ave W 320 Dayton Street Edmonds, WA 98026 Mountlake Terrace, WA 98043 Edmonds, WA 98020 dp Packet Pg. 98 S _ j I� vYl� a -(i al Xa =A10@ ,�� r� ! �_�a � Ai 2.1.a Everett Daily Herald Affidavit of Publication State of Washington } County of Snohomish } ss Deb Grigg being first duly sworn, upon oath deposes and says: that he/she is the legal representative of the Everett Daily Herald a daily newspaper. The said newspaper is a legal newspaper by order of the superior court in the county in which it is published and is now and has been for more than six months prior to the date of the first publication of the Notice hereinafter referred to, published in the English language continually as a daily newspaper in Snohomish County, Washington and is and always has been printed in whole or part in the Everett Daily Herald and is of general circulation in said County, and is a legal newspaper, in accordance with the Chapter 99 of the Laws of 1921, as amended by Chapter 213, Laws of 1941, and approved as a legal newspaper by order of the Superior Court of Snohomish County, State of Washington, by order dated June 16, 1941, and that the annexed is a true copy of EDH786586 PLN20170049 as it was published in the regular and entire issue of said paper and not as a supplement form thereof for a period of 1 issue(s), such publication commencing on 11/24/2017 and ending on 11/24/2017 and that said newspaper was regularly distributed to its subscribers dining all of said period. The amount of the fee for such publication is $73.96. ° Subscribed and swFA fore me on this day of � Notary Public in and for the State of Washington. City of Edmonds - LEGAL ADS 114101416 DIANE CUNNINGHAM Ifs Linda Phillips (Votary Public State of Washington MY Appointment EV"as 08/29/2021 Packet Pg. 99 2.1.a 6� IL O J O CITY OF EOMONDS NOTICE OF APKICATION (REISSUED) NAME OF APPLICANT: Jake Lyon �+ DATE OF APPLICATION: October 11, 2017 O DATE OF COMPLETENESS: November S, 2017 O DATE OF NOTICE: November 24.2011 [Or6oingl,dotica was Nov.20.30125 � FILE NO.: PI-6120170048 PROJECT =ATION: 21216 SOIh Ave W; 00DO 8 — So10212th Street SW PROJECT DESCRIPTION: Unit lot subdivision al 9rackeIt's d Corner (14 unit jots Ah a centre( access tract). Tha build InppS In 2015 L and site improvements were reviewed and approved The IS O end 2010 and are currently under construction. site zoned Residential Multllamlly [RM-2.4). hrellminary unit fat plat REQUESTED PERM(TIon O Nonhe e��Iner) V OTHER Rf:AUIlit-SclRED PERMITS: N REQUIRED 37110IES: None EXISTING ENVIRONMENTAL DOCUMENTS: Brackett's Corner •ram+ $EPA DNS (adopted from the associated design review in d PLN20150050), cntical area datermfnaVon �C COMMENTS DUE: December& 2017 V udng i An pparson has the right 10 Comm@nt on this application In any m ppu- comment period, receive notice and paritelpate hearingqs, and request a copy of the decision on the ap?llCation. The On may acoepl put tic comments at any lime prior to the closing aI the record or an open record predoi:Wton hearing, 11 any, or. If no open record predecislon heating is provided, prior to the defined in rN+ C decision on the raleet permit. Only parlies of record as ECDC 2D.07.003 have standing !o fnNlale an admIn18tre0ve appeal. Information on this development application can be viewed or Development Services obtainod at the City of Edmonds Department, 121 51h Ave North, Edmonds, WA 80020 between the V hours of 9:00 A.M. and 4:30 P.M. Monday through Friday (8:30 - r�O. 12:00 only on Wednesday) or online through the City's webslle at link the O through the Online Permits an f'ermtl Assistance page. Search for permit PLN20170049. CITY CONTACT: Alike Clugston, Assoclalo Planner 425.771-02 0+ Publlshed: November 24, 2017. EDH786506 O L Q Packet Pg. 100 2.1.a File No.: PLN20170049 Applicant: Brackett's Corner Unit Lot Plat DECLARATION OF POSTING On the 20th day of November, 2017, the attached Notice of Application and Comment Period was posted as prescribed by Ordinance and in any event where applicable on or near the subject property. I, Michael D. Clugston, hereby declare under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct this 20th day of November, 2017, at Edmonds, Washington. Signed: -&It('� 'o- � [z . Packet Pg. 101 2.1.a FILE NO.: PLN20170049 APPLICANT: JAKE LYON DECLARATION OF MAILING NOTICE OF APPLICATION On the 20 day of November, 2017, the attached Notice of Application was mailed by the City to property owners within 300 feet of the property that is the subject of the above -referenced application. I, Denise Nelson, hereby declare under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct this 20 day of November, 2017 at Edmonds, Washington. Signed: {BFP747887.DOC;1\00006.900000\ } Packet Pg. 102 2.1.a CITY OF EDMONDS NOTICE OF PUBLIC HEARING PROJECT DESCRIPTION: Unit lot subdivision at Brackett's Corner (14 unit lots with a central access tract). The buildings and site improvements were reviewed and approved in 2015 and 2016 and are currently under construction. The site is zoned Residential Multifamily (RM-2.4). PROJECT LOCATION: 21216 80th Ave W; 8000 & 8010 212th Street SW NAME OF APPLICANT: Jake Lyon FILE NO.: PLN20170049 REQUESTED PERMIT: Preliminary unit lot plat (Type III-B decision by the Hearing Examiner) COMMENTS ON PROPOSAL DUE: January 25, 2018 Any person has the right to comment on this application during public comment period, receive notice and participate in any hearings, and request a copy of the decision on the application. The City may accept public comments at any time prior to the closing of the record of an open record predecision hearing, if any, or, if no open record predecision hearing is provided, prior to the decision on the project permit. Only parties of record as defined in ECDC 20.07.003 have standing to initiate an administrative appeal. Information on this development application can be viewed or obtained at the City of Edmonds Development Services Department, 121 5th Ave North, Edmonds, WA 98020 between the hours of 8:00 A.M. and 4:30 P.M. Monday through Friday (8:30 — 12:00 only on Wednesday) or online through the City's website at www.edmondswa.gav through the Online Permits link on the Permit Assistance page. Search for permit PLN20170049. A copy of the staff report will be available at least seven days prior to the hearing. PUBLIC HEARING INFORMATION: A public hearing will be held before the Hearing Examiner on January 25, 2018 at 3 p.m. in the Council Chambers located at 250 — 5th Avenue North, Edmonds, WA 98020 CITY CONTACT: Mike Clugston, Associate Planner michael.clugston@edmondswa.gov 425-771-0220 Packet Pg. 103 2.1.a *V City of Edmonds PLN20170049 0 44.Q4 188.1 Feet Brackett's Corner Preliminary Unit Lot This map is a user generated static output from an Internet mapping site and is for Subdivision reference only. Data layers that appear on this map may or may not be accurate, WGS_1984_Web_Mercator_Auxiliary_Sphere current, or otherwise reliable. © City of Edmonds THIS MAP IS NOT TO BE USED FOR DESIGN OR CONSTRUCTION Packet Pg. 104 1 'J1 1!5 Pee@Tr ¢p� rstouag t �je; � F ei l � � ���G e 11F s 600 y '00373600100302 '00373600100307 '00373600100308 Birchwood Edmonds LLC Mary Margaret Mitchell Clifford Edwards 7500 Roosevelt Way NE 21028 80th Ave W 21026 80th Ave W Seattle, WA 98115 Edmonds, WA 98026 Edmonds, WA 98026 '00373600100501 '003736003 0106 '00373600300301 B�J r Steve Freimark William Guimont _ 6 8017 214th PI SW 620 Industry Dr Bldg 83 ox -Vdmonds, WA 98020 Edmonds, WA 98026 Tukwila, WA 98188 a '00373600300305 '00373600300306 '00373600300307 r 0 C Timothy & Tina Fekete Harry Rich Jr Dauer Theodore &Marilyn Living st 8025 214th PI 8019 214th PI SW 8015 214th PI SW D Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 c E '00500800000100 '00500800000200 005008000 O'900 Gary Krohn Ben Holt Industries Inc o s City Of a 21032 81st PI W 22508 76th Ave W 25 venue N Edmonds, WA 98026 Edmonds, WA 98026 monds, 98020 0 '00561200000100 '00561200-000200 '00561200000300 Antonio Dacruz D G Sutton Darrell & Leslie Marmion cO m 21129 81st PI W 21117 81st PI W 750 Edmonds St Edmonds, WA 98026 Edmonds, WA 98020 Edmonds, WA 98020 c a� E 00573200000100 '00573200000200 '00573200000300 t U cc Dennis Mikkelsen Kurt Ashbridge James &Rosemarie Nichols 8007 213th St SW 8015 213th St SW 8023 213th St SW Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 c�v p r' 0 a '00573200000400 '00573200000500 00573200000600 a� � Alvaro & Anne Garay Peter & Shifflette Heidi Schultz Leroy Bell IIIco 8029 213th St SW 8107 213th St SW 8115 213th St SW Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 t x 00573200001000 '00573200001100 '00573200001200 w Norman Shivley Suzanne Fox Christine Dilello-Bartron a�0i 8114 213th St sw 8106 213th St S W 8030 213th St SW E Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 U n3 r Q '00573200001300 '00573200001400 '00573200001500 Jessica Semingson Megan Storey Pierce & Catherine Nichols 8024 213th St SW 8016 213th St SW 8006 213th St SW Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 '00614300002202 '00642500000100 '00660400010100 Jin Jun Zhi i� Ha Pham Lori O'Neal 21105 80th Ave W Unit 101 64 i W 8103 214th PI SW 5 att e, WA 98126 Edmonds, WA 98026 Edmonds, WA 98026 'Ett "s facillesAMMAL + do-dv la ys ¢�a� i Pg. 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WA 98026 ° ■ dn-do�Bp�W is + i Packet Pg. 106 � .} Easy Peep Mbllji-O9-Q0 f e ► „�In-duel �e�� afang eew;' T ®09 t We' ®. car Use AveryTemplai$ 5i60 f �evmp MOW If� m� Feed Paper "'ram expose Pop -UP E T� _ - '00799900021 00 '00799900021100 '00799900021200 Sa r Claudine Burgos Brendan & Jaton Mary Eymar 7' t #210 7924 212th St SW #211 7924 212th St SW Unit 212 Edmonds, WA 98020 Edmonds, WA 98026 Edmonds, WA 98026 '0079990002 300 '00799900021400 '00799900030100 Ryu And Bi r tion Margaret Driscoll Maria Balarezo 595 7924 212th St SW Unit 214 7924 212th St SW Unit 301 le, WA 98145 Edmonds, WA 98026 Edmonds, WA 98026 r c� d '00799900030200 '00799900030300 '00799900030400 Y J Ramiz & Sabina Bajrovic Thomas Pardun Cody Danson 7924 212th St SW Unit 302 PO Box 2986 7924 212th St SW Unit 304 Edmonds, WA 98026 Spokane, WA 99220 Edmonds, WA 98026 E '00799900030500 '00799900030600 '00799900030700 a Ryu nd on William Karger Stephen Lacy �Cor 7924 212th St SW Unit 306 603 7th Ave N Apt A203 i 5e e, WA 98145 Edmonds, WA 98026 Edmonds, WA 98020 V Y) '00799900030800 '00799900030900 '00799900031000 An n Y m Margaret Riordan Koses Sivakua Sigmun o0 7924 212th St SW Unit 308 7924 212th St SW Unit 309 7924 1' S #310 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 c '00799900031100 '00799900031200 '00799900031300 Dionisios & Joanna Plarinos Creighton Kolbeck Cheri 7924 212th St SW Unit 311 8125 212th St SW Unit 9 7 %rUnit 313 Edmonds, WA 98026 Edmonds, WA 98026 rond's, WA 98026 '00799900031400 '00814100000100 '00814100000200 tt: Deanna Smyth Morag Kendra Stewart Catherine Alexander co 7924 212th St SW Unit 314 8017 212th St SW Unit 1 8017 212th St SW Unit 2 , Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 r t x 100814100000300 '00814100000400 '00814100000500 w Williar7n & M' Goodman Steven & Jenaca Kelly Lali Liparteliani 8 i Unit 3 8017 212th St SW Unit 48017 212th St SW Unit 5 ;_mnnds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 Q '00814100000600 '00814100000700 '00814100000800 Mary Gladys Almeida Marda & Terry Dockter Christopher Ives 21116 80th Ave W ## 6 21116 80th Ave W Unit 7 21116 80th Ave W Unit 8 Edmonds, WA 98026 Edmonds, WA 98026 Edmonds, WA 98026 '00814100000900 '00814100001000 '00814100001100 Wai Sze & Tsz ng Sarah Anne Wright Stephanie Alejo 21114 it 9 23107 82nd Ave W 21114 80th Ave W Apt 11 Edm nds, WA 98026 Edmonds, WA 98026 Edmon WA 98026 >L'tiquettes faciles e! ! do -de la Ab# gad i Packet Pg. 107 1- �t R�' 1GQ® i ` 6alr�fiUO4R�le� 4. 1 1 . lead I�sy Peer 4 +fir ae91 ®ws 7 2.1.a .le Avery's F? 4�P-uPI* 101095900000100 Pedro & Monroy Wendy Rubi Cordoba 8030 212th St SW Edmonds, WA 98026 '01095900000400 Abadi LLC 15306 61st PI NE Bothell, WA 98028 '01095900000700 Ruth & Epstein Mark Egger 8044 212th St SW #5 Edmonds, WA 98026 '01095900001000 Sul 5n Josephin m 80AVO nit 2 Edmonds, WA 98026 '01095900001300 Jessica Witzigrueter 8040 212th St SW Unit A Edmonds, WA 98026 '01095900001600 Anouar Abdou 8026 212th St SW Edmonds, WA 98026 '27043000105500 Steve Freimark Properties LLC 21323 80th Ave W Ste 101 Edmonds, WA 98026 '01095900000200 Naomi Yanagishita 8032 212th St SW Edmonds, WA 98026 101095900000500 Minh-Nguyet Huynh 8038 212th St SW Edmonds, WA 98026 101095900000800 David & Keri Jordan 8044 212th St SW Unit 4 Edmonds, WA 98026 '01095900001100 Craig & Falkner Rachel Norman 8044 212th St SW Apt 1 Edmonds, WA 98026 '01095900001400 Ann West 8024 212th St SW Edmonds, WA 98026 '01095900001700 Mark & Sarah Jacobs 8028 212th St SW Edmonds, WA 98026 Lee A. Michaelis Puget Sound Planning 24113 56th Ave W Mountlake Terrace, WA 98043 '01095900000300 Rebekah Dodson 8034 212th St SW Edmonds, WA 98026 '01095900000600 Lexi Garberg 8044 212th St SW Unit 6 Edmonds, WA 98026 c� .. d '01095900000900 r J Kari Christianson 8044 212th St SW #3 Edmonds, WA 98026 c E '01095900001200 d Teresa Marie Horne 8040 212th St SW Unit B i Edmonds, WA 98026 V Y) '01095900001500 m David Kim Ou L- 8022 212th St SW m Edmonds, WA 98026 '27043000105100 Norwegian Wood LLC PO Box 177 Lynnwood, WA 98046 Brackett's Corner, LLC ATTN�k's t Edmonds, WA 98020 � Packet P 108 tiquettes faciies pet ; ► �j� i$,� .OW I g' .^ qti� 6i�R 1600 j ha c ! i 1" 2.1.a File No.: PLN20170049 Applicant: Brackett's Corner Unit Lot Plat DECLARATION OF POSTING On the 1 1 th day of January, 2018, the attached Notice of Public Hearing was posted as prescribed by Ordinance and in any event where applicable on or near the subject property. I, Michael D. Clugston, hereby declare under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct this 11 th day of January 11, 2018, at Edmonds, Washington. Signed: AI/I Packet Pg. 109 2.1.a CLASSIFIED ADVERTISING PROOHRECEIPT 4 CITY OF EZMONUS NOTICE OF PUBLIC HEARING PROJECT DE5CRIPTION. Unit 10t $ uhdivi slon at 8'"katt's Corner j14 unit iota wi. a central access ".0. The buildings and site imprflvaments were reviewed end approved In 2015 and 2018 and are currently under construction. The site is zoned 00 & 8010 2121h Street SW Jake Lyon REQUESTED PERMIT: Preliminary unit lot plat {Type 111.5 declslon pY the Hearing Examiner] COMMENTS ON PROPOSAL DUE: January 25.2018 Any person has the right to comment on this application dueing gublic comment period. receive notice and participate In any earin s. and request a copy of the decision on the application. The Cry may accepl public oommants at any Ilme prior la the closing at the record 01 an open record predeclsion hearing, 11 any, or, if no open record prodacision hearing is provided, prior 10 the decision on Maginot parrrlit. Only parties 0 ro and as defined in ECDC 20.07.00ave standing 10 mttlW$ an adminislmllva appeal. Information on this develcEmont application can be viewed or obtained at the Cify of Edmonds Development Services Department. 121 5th Ave North, Edmonds, WA 98020 between the hours 018:00 A.M. and 4:30 P.M. Monday through Friday (8:30 - 12:00 only on Wadnesddy) or online through the lly's wabsite al www.edmondswa.gov through the Online Permits link on the Permit Assistance pa a. Search for parmIt PLN20170049. A copy of the slap report wall be avallebla at lease seven days prior to the hP a9L[C HEARING INFORMATION: A public hearing will be held t)al0r0 the Hearing Examiner on January 25. 2018 at 3 p.m. in the Council Ctlambers located at 250 - 5Ih Avenue North, Edmonds, WA 96020 CITY CONTACT: MNS CII ton, Associate Planner Micha01.Tggslon edmdndavra,gpv 425.771.0220 ublished: January 11. 2018. EDH79213 Packet Pg. 110 2.1.a Everett Daily Herald Affidavit of Publication State of Washington } County of Snohomish } ss Dicy Sheppard being first duly sworn, upon oath deposes and says: that he/she is the legal representative of the Everett Daily Herald a daily newspaper. The said newspaper is a legal newspaper by order of the superior court in the county in which it is published and is now and has been for more than six months prior to the date of the first publication of the Notice hereinafter referred to, published in the English language continually as a daily newspaper in Snohomish County, Washington and is and always has been printed in whole or part in the Everett Daily Herald and is of general circulation in said County, and is a legal newspaper, in accordance with the Chapter 99 of the Laws of 1921, as amended by Chapter 213, Laws of 1941, and approved as a legal newspaper by order of the Superior Court of Snohomish County, State of Washington, by order dated June 16, 1941, and that the annexed is a true copy of EDH792138 PLN20170049 as it was published in the regular and entire issue of said paper and not as a supplement form thereof for a period of 1 issue(s), such publication commencing on 01/11/2018 and ending on 01/11/2018 and that said newspaper was regularly distributed to its subscribers during all of said period. The amount of the fee for such publication is $67.067, 'A Subscribed and sworn efore me on this day of AS N ry Public in and for the State of Washington. City of Edmunds -LEGAL ADS 114101416 DIANE CUNNINGHAM - rp>,� U-d3 ,4 1 11 ry Public sxMof 1h/a3�n Y r�ppq Packet Pg. 111 2.1.a CITY OF tDMONDS • 121 5" AVENUE NORTH • EDMONDS, WA 98020 PHONE: 425.771.0220 • FAX: 425.771.0221 a WEB: www.edmondswa. DEVELOPMENT SERVICES DEPARTMENT: PLANNING ° ENGINEERING • BUILDING DATE: October 25, 2017 TO: Mike Clugston, AICP FROM: JoAnne Zulauf, Engineering Technician RE: COMMENTS ON PRELIMINARY PLAT FOR BRACKETT'S CORNER 14-LOT PLAT FILE NO. PLN20170049 21216 80TH AVE W We have reviewed the final short plat materials submitted October 11, 2017 and found that the following information, corrections, or clarifications need to be addressed before review of the final short plat can continue: 1. Please note: The City cannot sign off on the final recording documents until the civil construction plans are approved and the single family foundations are installed. The civil plans were approved on February 28, 2017 and issued on May 10, 2017 under building permit, BLD20160598. Foundation installation has not been completed at this time. 2. Sheet 1 The preliminary documents for this subdivision will require the same declaration, easement language, hold harmless, stormwater access easement, etc. like traditional plat final documents. 3. Sheet 1 Please remove all notes that say "will be dedicated", this is the dedication document. 4. Sheet 1 Add the addresses for each new lots. 5. Sheet 2 The Ingress, Egress and Building Eave Easement drawing is hard to figure out. The entire Tract 999 is an ingress egress util easement so the "2 ft ..." looks like an error with the arrows appearing to indicate the width of the tract. Maybe changing the arrows and adding a section detail would help. 6. Sheet 2 Utility Easements: a. Shading missing from easements for Lots 11-12 b. No easement indicated between 7 and 10, is this intended. c. The 8' easements between lots 1— 4 dimensional arrows are not positioned correctly. d. Expand easement language to include repair, maintenance and maybe something to protect lots from having to be responsible for utility problems upstream of their connections if desired. e. Please add a separate easement for public utilities along the frontages. 7. Add full utility, access, maintenance etc. language for Tract 999. 8. Need to add stormwater easements for each infiltration system. Include sf of impervious surface each lot is allowed to direct to each system. Please make the above changes and then resubmit revised documents for review. Thank you. Attachment 9 PLN20170049 Page 1 of 2 Packet Pg. 112 2.1.a Development Services is open Monday through Friday between 8:00 AM and 4:30 PM (8:30 AM to 12:00 PM on Wednesdays). While the final short plat is being processed and filed, the City will also issue a notice of final decision on the short plat per ECDC 20.06.009. If you have any questions, please let us know by e-mail at michael.clugston@edmondswa.gov.or loanne.zulauf@edmondswa.gov or by phone at 425-771-0220. Page 2 of 2 Packet Pg. 113 2.1.a CITY OF EDMONDS — PLANNING DIVISION STAFF COMMENT FORM ❑ PW-Engineering ❑ Fire ❑ PW - Maintenance Building Project Number. PLN20170049 Applicant's Name: BRACKETT'S CORNER/ JAKE LYON Property Location: 8000 212TH ST SW Date Application Received: 10.1 1.17 pate Application Routed: 11,06.17 Zoning: RM-2.4 Project Description: 14-UNIT LOT SUBDIVISION If you have any questions or need clarification on this project, please contact: Responsible Staff: MIKE CLUGSTON, AICP Ext. 13 ---------------..,————— ..---- Name of lndividuai Submitting Comments: ��-- Title: Ry _� . � _1=E_ ❑ l hove reviewed this land use proposal for my department and 1 do not have any comments. My deportment may also review this project during the building permit process (if opplicable) and reserves the right to provide additional comments at that time. te: i P-!_have reviewed this land use proposal for my department and have the following comments or conditions: kUxite, -A Packet Pg. 114 1 ' 2.1.a Date: To: From: MEMORANDUM November 8, 2017 Mike Clugston, Planner Leif Bjorback, Building Official Subject: Brackett's Corner Unit Lot Subdivision 14 lots 8000 212t' St SW PLN2017-0049 The City of Edmonds Building Division has performed a preliminary building code review of the plans that were submitted under the referenced application number, and have the following comments. 1. The new homes shall be constructed to the standards of the International Residential Code (IRC). Exterior walls shall comply with the fire resistant construction provisions of IRC section 302. Thank you. City of Edmonds cQ Building Department Packet Pg. 115 CITY Of EOMONV5 — rLANNIN%.7 UIVI31UN STAFF COMMENT FORM ❑ PW•Engineering Wre ❑ PW - Maintenance ❑ Building Project Number: PLN20170049 Applicant's Name: BRACKETT'S CORNER / JAKE LYON Property Location: 8000 212TH ST SW Date Application Received: 10.11.17 Zoning: RM-2.4 Project Description Date Application Routed: 14-UNIT LOT SUBDIVISION 11.06.17 if you have any questions or need clarification on this project, please contact: Responsible Staff: MIKE CLUGSTON, A1CP Ext. 1330 -----_,,...-------_—�--_Ir---_.-- Name of Individual Submitting Comments: Title: Date: r J r I have reviewed this land use proposal for rn deportment and ! do not.have any Ell hove reviewed this lard use proposal for n7Y deportment and have the following comments, My department may also comments or conditions: review this project during the building permit process (if applicable) and.reserves the right to provide additional comments at that time. �a a 0 J r c E aL L d Lo v JA 4 m U M m Packet Pg. 116 2.1.a Puget Sound Planning land use consult December 11, 2017 Michael Clugston, AICP Associate Planner City of Edmonds 121 5th Avenue North Edmonds, WA 98020 ft ecelve DEC 2 2017 DEVELOP WNT sF CCUyTFR RW S, Re: Response Letter for Preliminary Plat of Brackett's Corner File No. PLN20170049 Mr. Clugston, Please accept this letter on behalf the property owners of this application. The project referenced above has been revised in response to your letter of November 6, 2017. The review comments from JoAnne Zulauf are numbered in this letter and have been addressed in italics as follows: Please accept this letter and the attached documents to continue the completeness review. 1. Please note: The City cannot sign off on the final recording documents until the civil construction plans are approved and the single-family foundations are installed. The civil plans were approved on February 28, 2017 and issued on May 10, 2017 under building permit, BLD20160598. Foundation installation has not been completed at this time. This comment is noted, and it is understood by the applicant that Final Recording documents cannot be completed until single-family foundations are installed. The documents that were prepared and reviewed were for Preliminary Approval only. As part of this resubmittal, the plat map drawings have been substantially altered to resemble final plat drawings. This was completed to address a majority of the engineer comments which relate to final approval. 2. Sheet 1 The preliminary documents for this subdivision will require the same declaration, easement language, hold harmless, stormwater access easement, etc. like traditional plat final documents. A new Sheet 1 is being provided that more resembles a "traditional plat final document". Sheet 1 contains the Dedication language found on final plat drawings. Sheet 1 also contains acknowledgment blocks, approval blocks, and other approval certificates. Sheet 3 contains the Hold Harmless Agreement and Easement Provisions. Additional Easements can be found on Sheets 7, 8, and 9. 3. Sheet 1 Please remove all notes that say "will be dedicated", this is the dedication document. The plat layout is not contained on Sheet 2. The requested words have been removed and now `ROW DEDICATION' identifies the area that will be dedicated upon recording of the plat. 4. Sheet 1 Add the addresses for each new lots. The addresses for each lot has been added to Sheet 2 5. Sheet 2 The Ingress, Egress and Building Eave Easement drawing is hard to figure out. The entire Tract 999 is an ingress egress util easement so the 1 ft ..." looks like an error with the 2.1.a December 12, 2017 P�15 I P arrows appearing to indicate the width of the tract. Maybe changing the arrows and adding a section detail would help. The INGESS, EGRESS AND BUILDING EAVE EASEMENTS have been relocated to Sheet 7. As described on Sheet 1 and graphically depicted on Sheet 2, Tract 999 is a 20-wide private ingress, egress and utilities tract for the use and benefit of the residents of Brackett's Corner. The 2-foot eave overhang easement is granted across Tract 999 for the benefit of each lot to allow roof, eave, and gutters to encroach over the top of the 20-foot wide private tract. It is not intended to interfere or impede vehicle or pedestrian movement through the tract. The additional 2-foot ingress, egress and utility easement across the 2-feet of each lot is intended to allow for vehicle back up and travel way totaling 24 feet total. Additional notations have been added to Sheet 7 to clarify the intent and location of each easement. 6. Sheet 2 Utility Easements: a. Shading missing from easements for Lots 11-12 The shading has been removed and additional sheets have been added to clarify the location and dimensions of each easement. b. No easement indicated between 7 and 10, is this intended. The only easement between Lots 7 and 10 is a parking easement which is indicated on Sheet 9 c. The 8' easements between lots 1— 4 dimensional arrows are not positioned correctly. The dimension annotation has been corrected to identify the extent of each easement d. Expand easement language to include repair, maintenance and maybe something to protect lots from having to be responsible for utility problems upstream of their connections if desired. See Sheet 1 and Sheet 3 for Tract 999 maintenance provisions. See Sheet 4 for Stormwater Facility maintenance provisions. See the Private Easement Provisions on Sheet 7 for the 2-foot ingress, egress, and utilities easement as well as the 2-foot wide building eave easement. See Sheet 8 for additional drainage facilities maintenance provisions. See Sheet 9 for the maintenance of the parking easements. e. Please add a separate easement for public utilities along the frontages. A 10' Public Utility Easement has been provided along the street frontage on Sheet 2 7. Add full utility, access, maintenance etc. language for Tract 999. See Sheet 1 for additional language for Tract 999, Draft C, C, & R's will be provided following preliminary approval and as part of the Final Plat review process. Page 2 Brackett's Corner Preliminar Packet Pg. 118 2.1.a December 12, 2017 P�� P 8. Need to add stormwater easements for each infiltration system. Include sf of impervious surface each lot is allowed to direct to each system. See Sheet 8 for the easement areas for the infiltration system. See Sheet 3 for the area if impervious surface that will be directed to each infiltration trench. Thank you for accepting and reviewing these document as part of the Brackett's Corner Preliminary Plat Map project submittal. If you should need additional information in the processing and review of this submittal, please contact me at lee.michaelis@pugetsoundplanning.com or (425) 830-1046. Sincerely, Puget Sound Planning Lee A. Michaelis, AICP Page 3 Brackett's Corner Preliminar Packet Pg. 119 2.1.a MEMORANDUM ENGINEERING MEMO OF COMPLIANCE Date: December 19, 2017 To: Mike Clugston, Associate Planner From: JoAnne Zulauf, Engineering Technician Subject: PLN20170049, Brackett's Corner, 14 unit lot plat 8000 212th St SW Engineering has reviewed the preliminary plat application for the Brackett's property at 21616 80th St SW. The preliminary plans seeking to create separate single family lots for the 14 detached single family residences is consistent with the approved civil plans. The civil construction of the improvements is currently underway as approved under the building permit BLD20160598 Fill/Grade/Excavate. The approved construction plans are attached. Please find attached the Engineering Requirements for the subject development. The applicant will be required to satisfy these requirements as a condition of short plat approval. Thank you. Attachment 10 PLN20170049 Packet Pg. 120 2.1.a CITY OF EDMONDS 121 - 5TH AVENUE NORTH, EDMONDS, WA 98020 PUBLIC WORKS DEPARTMENT - ENGINEERING DIVISION REQUIREMENTS FOR PLATS To: Planning Division From: JoAnne Zulauf, Engineering Technician Engineering Division Date: December 19, 2017 Project: Brackett's Corner 14 Unit Lot Subdivision Address: 8000 212th St SW File Number: PLN20170049 Required as a Required as a Requirement Condition of Condition of Already Subdivision Building Permit Satisfied 1. Right -of Way Dedication for Public Streets: a) Provide 10 foot right-of-way dedication to the City of Edmonds along the X X property frontage on 80th Ave W. 2. Public Street Improvements & Access (Asphalt, curb, gutter and sidewalks): a) Curb and gutter shall be provided along property frontage as required to X X comply with City standards and requirements. b) Existing sidewalk to be removed and replaced along property frontage on 212th St SW and 80th Ave W as required to comply with City standards X X and requirements. c) Construct seven -foot wide sidewalk to City standards along property X X frontage on 212th St SW and 80th Ave W. d) Concrete curb ramps shall be provided along property frontage and throughout plat as needed to comply with City standards and X X requirements. e) Existing driveway cuts on 212th St SW and 80th Ave W to be removed X X and replaced with standard sidewalk, curb and gutter per City standards. f) All Lots shall take access 80th Ave W. X X L Driveway curb cuts shall be constructed to meet City standards and ADA requirements. ii. Individual driveway access points shall meet sight distance requirements set forth by the American Association of State Highway and Transportation Officials (AASHTO). 3. Private Access Requirements & Improvements: a) All Lots shall take access off two private access roads off Bath Ave W X X L Private access road shall be paved to 16.0-feet in width except when Fire Marshall requires additional width. ii. Slope of private access road and driveways shall comply with City Codes and standards. b) Individual driveway access points shall meet sight distance requirements set forth by the American Association of State Highway and Transortation X X Officials (AASHTO). f) Slope of private access road and driveways shall comply with City codes X X and standards- ENGR RQMNTS - 14 Unit Lot Plat-Brackett's Corner 1 of 3 printed 12/19/2017 Packet Pg. 121 2.1.a Required as a Condition of Subdivision Required as a Condition of Building Permit Requirement Already Satisfied 4. Street Turnaround: a) N/A S. Easements (City utilities, private access, other utilities): - a) Provide all easements as required - access, utility, etc. X b) All lots shall take access off private access road. X c) Private access easement shall be 20 (twenty) feet in width X 6. Street Lights: - a) N/A 7. Street Trees/Planting Strip a) Street trees shall be planted along 212th St SIR+ per Street Tree Plan. b) Tree grates shall be installed as required to comply with Street Tree Plan. X X X X c) 5 foot wide planting strip shall be provided between travel lane and sidewalk X X Water S stem Imp rovements COE : ' a) Applicant must meet requirements set forth by the City of Edmonds for c) Provide water service stub to each Lot d) Connect to public water system. X X X X X X e) Install storz adapter on existing fire hydrant, as required. X X 9. Sanitary Sewer System Improvements GOE a) Applicant must meet requirements set for h by the City of Edmonds for connection to public sewer system. a) Install 8" sewer main in proposed public street with manholes throughout. X X X X X X b) Provide new 6" lateral within access/utility easement and individual side sewers to each lot with 6" cleanout at each property line. c) Provide new 6" service lateral from City's sanitary sewer main to development with 6" cleanout at the edge of right-of-way/easement. i. Provide new 4" side sewer to individual lots. H. Where sewer lateral is shared by more than one lot, it shall be 6". X X 10. Stormwater System Improvements: a) Provide a Stormwater Management Report and Site Plan that shows compliance with ECDC 18.30, Stormwater Addendum and 2014 Department of Ecology Stormwater Manual i. Stormwater management design shall account for proposed short plat improvements and future lot development. ii. Stormwater management system to be located on private property. X X c) Connect all new hard sarfaCBs to storm system as required. X X d) Provide storm sewer stub to all proposed lots, as applicable. X X e) Connect to public storm system -or manage-stormwater on site -if -soils allow. X X X 11. Underground Wir er Ord. 1387 a) Required for all new services. X 2 of 3 ENGR RQMNTS - 14 Unit Lot Plat-Brackett's Corner printed 12/19/2017 Packet Pg. 122 2.1.a Required as a Condition of Subdivision Required as a Condition of Building Permit Requirement Already Satisfied 12. Excavation and Grading (per IBC W_Mk a) Submit a grading plan as part of engineered site plan. b) Submit grading plan for foundations with building permit. X X X 13. Si na a and Striping (per City Engineer). a) All signs shall be vinyl letters and to City standards. X X d) Provide "No Parking - Fire Lane" signage/striping as required by Fire Dept. X X f) Install fire and aid address signage. X X g) Construct crosswalk and stop bar to City standards. 14.'90'rvey Monumentation er 10.120: X X al N/A 15. As -built Qrawin s(per C ity Eng ineer :- a) Provide an as -built drawing of all street and utility impmvements both in electronic format as well as a hard copy. X 16. Other Re uirementss a) Plat showing lots, easements, legals; survey information X X b) Legal documents for each lot X -77 c) Field stake lot corners (by professional surveyor) X d) Field stake utility stubs at property lines X e) Clustered mailbox location per Postmaster X X f) Maintenance agreements X g) Transportation Impact Study X X h) Transporation Impact Fee Analysis X 17. En 9 ineerin Fee a) Storm system development charge (public road & shared hard surface) X b) Storm system development charge (each new lot) X c) Sewer general facility charge X d) Water general facility charge X e) Water meter fee X f) Transportation impact fee per each new SFR X g) Parks impact fees X h) Plat/PRD civil plan review fee N/A 1) Right -of -Way Construction Permit X j) Inspection fees X 3 of 3 ENGR RQMNTS - 14 Unit Lot Plat-Brackett's Corner printed 12/19/2017 Packet Pg. 123 2.1.a Clugston, Michael From: Theresa T <tntveit2006@hotmail.com> Sent: Thursday, January 18, 2018 12:08 PM To: Clugston, Michael Cc: John O'Sullivan Subject: Re: Brackett's Corner Hearing Comment Hey Mike just wanted to say thanks for such a detailed, thorough response. I appreciate your time and all my concerns were addressed! You're great, have a nice day!! Thanks, Theresa Get Outlook for iOS From: Clugston, Michael <Michael.Clugston@edmondswa.gov> Sent: Wednesday, January 17, 2018 12:00:39 PM To: 'Theresa T' Cc: John O'Sullivan Subject: RE: Brackett's Corner Hearing Comment Hi Theresa, Thank you for your comment. I will include it in the report to the Hearing Examiner and you will become a party of record with right to appeal the Examiner's decision. Regarding your question, each dwelling unit has two off-street parking stalls associated with it (28 total stalls = 14 units, 2 per unit) and there 10 guest stalls on the site. There will be no parking on the interior drive aisle and there will be no change to existing on -street parking along 212th or 80' — there were no stalls in either location adjacent to the development. This arrangement was first reviewed for code compliance by the Architectural Design Board in 2015 (PLN20150050) and subsequently reviewed and approved by staff with the associated building permits in 2016 (BLD20160598 — 0614). All of those permits can be researched in the Online Permits page on the City's website but I've attached a plan set from the subdivision proposal which shows the anticipated interior parking easements (see page 2). What is being reviewed now is the process of subdivision which will create individual ownership lots for each of the units. A homeowners association will be established as part of the process to ensure that maintenance, the use of the guest parking stalls, and the like are appropriately managed in the future. Creating ownership for this project could have been done through a condominium process but the City's unit lot subdivision process was used instead. In the end, the result is the same —14 single family ownership opportunities across the larger site. I hope this helps. If you have any further questions, please let me know. Mike Michael Clugston, AICP City of Edmonds I Associate Planner 425-771-0220, x 1330 michael.clu stun edmondswa. ov Permit assistance, codes, online permits, and V1 Attachment 11 )ndswa. ov handouts.html PLN20170049 Packet Pg. 124 2.1.a Permit Center Hours: M,T,TH, F 8:00 AM — 4:30 PM Wednesday 8:30 AM —12:00 PM From: Theresa T [mailto:tntveit2006@hotmail.com] Sent: Tuesday, January 16, 2018 11:39 AM To: Clugston, Michael <Michael.Clugston@edmondswa.gov> Cc: John O'Sullivan <johnnyt.osullivan@gmail.com> Subject: Brackett's Corner Hearing Comment Hi Mike, My name is Theresa Tveit, I am a condo owner across the street from the future 'Brackett's Corner' multifamily unit development. I am not experienced with government business/public hearings so I figured reaching out to you was a good place to start. I would like to make a public comment regarding parking in my neighborhood. I appreciate your clarity on the topic & thanks for passing along my concerns! Regards, Theresa Tveit 7924 212th St SW #106 COMMENT: What is the plan for these new homes regarding parking on 80th Ave and 212th ,Street SW? I can see there are garages attached to the homes; does Brackett's Corner intend to allow street parking within the development? (the 1 street within the development is narrow) Will Brackett's Corner have rules in the development similar to those in an HOA? Does the city plan to create parking zones on 80th Ave or 212th Street SW? PROJECT DESCRIPTION: Unit lot subdivision at Brackett's Corner (14 unit lots with a central access tract). The buildings and site improvements were reviewed and approved in 2015 and 2016 and are currently under construction. The site is zoned Residential Multifamily (RM-2.4). PROJECT LOCATION: 21216 80th Ave W; 8000 & 8010 212th Street SW NAME OF APPLICANT: Jake Lyon FILE NO.: PLN20170049 REQUESTED PERMIT: Preliminary unit lot plat (Type III-B decision by the Hearing Examiner) COMMENTS ON PROPOSAL DUE: January 25, 2018 c� a 0 J r M c a as c Lo L) Y) a U L m Packet Pg. 125