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16-102595CITY OF A�k Federal Way �_ - �Ir •�- may_ q i C' 1-'(r ;ALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor April 19, 2017 Kerri O'Connor ESM Consulting Engineers LLC 33400 8`' Ave S, Suite 205 Federal Way, WA 98003 RE: File #16-102595-00-SU; SHORT PLAT PRELIMINARY APPROVAL Chernikov/Burlakov/Lisitsyn Short Plat; 31616 61h Ave SW, Federal Way Dear Ms. O'Connor: The Community Development Department has completed the administrative short subdivision review for the Chernikov/Burlakov/Lisitsyn Short Plat. The applicant proposes to subdivide one single-family residential lot into three single-family residential lots and a shared ingress; egress, utility easement. The city received your application May 27, 2016, and deemed it complete July 25, 2016. Application resubmittals were received by the city on August 16, 2016, November 16, 2016, and March 16, 2017. The City of Federal Way hereby grants conditional preliminary approval of the Chernikov/Burlakov/Lisitsyn Short Plat, subject to the conditions noted below. This approval corresponds to the Short Plat Map prepared, date -stamped as received March 16, 2017. CONCLUSION This Decision of the Director is based on the enclosed Statement of Facts (Exhibit A) and is in accordance with the following criteria pursuant to Federal Way Revised Code (FWRC) 18.30.1 l 0(2): 1. The proposed short subdivision is consistent with the comprehensive plan; 2. The proposed short subdivision is consistent with all applicable provisions of this title; 3. The proposed short subdivision is consistent with the public health, safety, and welfare; 4. The proposed short subdivision is consistent with the ten item subdivision purpose statement listed in FWRC 18.05.020; and 5. It is consistent with applicable development standards listed in the subdivision code's design criteria, required improvements, other applicable ordinances or regulations of the city, and Revised Code of Washington (RC W) 58.17.060 and 58.17.110. CONDITIONS OF APPROVAL The following conditions are reasonably necessary to eliminate or minimize any undesirable effects of granting the application. The following conditions are hereb incorporated as part of the short subdivision decision. Unless otherwise permitted in FWRC 18.30.280, all conditions shall be met prior to plat recording: Nis. O'Connor April 19, 2017 Page 2 1) The applicant must receive Engineering approval prior to constructing site improvements. 2) Prior to final short plat approval, the short plat drawings shall be modified pursuant to Statement of Fact 918. 3) Prior to short plat recording, the applicant shall pay 12.07 percent of the most recent assessed land value of the subject property as the fee in lieu of open space. 4) The applicant is required to pay a traffic impact fee (TIF). The fee will be assessed and due at the time of plat recording. ENGINEERING REQUIREMENTS Preliminary approval of the short plat does not constitute approval for land clearing or grading, vegetation removal, or any other activities that otherwise require permits from the City. Prior to construction of any improvements, the applicant must receive engineering approval. No permits or authorization to begin construction or site work will be granted until final approval of all engineering plans, the payment of all fees, and the submittal of performance securities, as may be required. RECORDING Following final engineering inspections/approval, payment of outstanding fees, and completion of applicable conditions of approval, the short subdivision drawing will be recorded by the city (at the expense of the applicant) with the King County Division of Elections and Records. Fees change periodically; please check with the City for Current recording fees before submitting. APPEAL PROCESS Pursuant to FWRC 18.30.140, any person who is mailed a copy of this decision may appeal the decision within 14 calendar days of the date of issuance. The decision may be appealed in the form of a letter delivered to the Community Development Department by 5:00 p.m., May 3, 2017, at the following address: 33325 8i' Avenue South, Federal Way, WA 98003. An appeal letter must contain a clear reference to the matter being appealed, along with a copy of the decision. A statement of the alleged errors in the decision and required appeal fee must be included. Any additional requirements of FWRC 18.30.140 must be followed. STATE ENVIRONMENTAL POLICI' ACT The proposal is exempt from a SEPA threshold determination pursuant to Washinglon Adminis7ralive Code (WAC) 197-11-800(6)(d). DURATION OF APPROVAL Short subdivision approval shall expire five _years from the date of this decision. Opportunities for time extensions are available pursuant to criteria listed in FWRC 18.05.090. REQUESTS FOR CHANGE OF VALUATION Any affected property owners may request a change in valuation for property tax purposes, notwithstanding any program of revaluation. 10-10=;9i-00-su Doc LD 7W1 Ms. 0-Connor April 19, 2017 Pa`e 3 CLOSING Any questions or concerns regarding this decision can be forwarded to Senior Planner Dave Van De Weghe at 253-835-2638, or david.vandeweghe@cityoffederalway.com. Sincerely, Brian Davis Director of Community Development enc: Statement of Facts Short Plat Document stamped -'Preliminary Approval' c: Dave Van De We. -he, Senior Planner Peter Lawrence, Plans Examiner Kevin Peterson, Engineering Plans Reviewer Erik Preston, Senior Traffic Engineer I6-102595-00-SU Doc 1 D 75651 1�kCITY OF Federal Way Exhibit A FILE Statement of Facts Federal Way Revised Code (FWRC) Chapter 18.30, "Short Subdivision Plats" CHERNIKOVBURLAKOv/LiSITSYN SHORT PLAT, FILE No.16-102595-00-SU The Planning Division hereby makes the following Findings and Conclusions pursuant to content requirements of the short subdivision written decision as set forth in Federal Way Revised Code (FWRC) 18.30.110. These facts are in reference to King County tax parcel number 072104-9097 located at 31616 6"' Ave SW, Federal Way. Proposal — The applicant proposes to subdivide one existing 1.01 acre single-family lot into three single-family residential lots with a shared ingress/egress and utility easement. As shown on the short plat, the following are the total square footage for each lot: Lot 1 — 10,040 sq. ft., Lot 2 — 9,615 sq. ft., and Lot 3 — 10,780 sq. ft. The shared easement is 3,460 sq. ft. Tract A, reserved for storm drainage, is 6,515 sq. ft. 2. Review Process — Pursuant to FWRC Chapter 18.30 `Short Subdivision Plats,' the proposed short plat is subject to administrative review and decision rendered by the Director of Community Development. The proposal has been reviewed by staff from the Department of Community Development, Public Works, Lakehaven Utility District, and South King Fire and Rescue. City staff used the following FWRC development regulations when reviewing the short subdivision application: Title 14 `Environmental Policy;' Title 16 `Surface Water Management;' Title 18 `Subdivisions;' and Title 19, `Zoning and Development Code.' 3. Comprehensive Plan and Zoning — The subject property is located within the Single -Family — High Density Residential comprehensive plan designation and Single Family Residential (RS_9.6) zoning designation. 4:-�= -Site Profile — The subject property is located south of Mirror Lake in the central portion of the city, off of SW 320"' St. Access to the subject property is via 6"' Ave SW. The subject property is rectangular shaped with 160 feet of right-of-way street frontage and 250 feet of depth. The USDA Natural Resource Conservation Service (NRCS) Web Soil Survey for King County identifies the soils in the area of the site as Alderwood gravely sandy loam (AgB), with zero to eight percent slopes. The site topography generally slopes down to the north. Runoff sheet flows north through adjacent lots. It is then collected within existing catch basins along SW 316°i St. and released into Mirror Lake. Density and Dimensions — The minimum lot size requirement in the RS9.6 zoning designation is 9,600 square feet. The proposal meets the density requirement as noted above. FWRC 19.200.010 "Detached Dwelling Unit" prescribes setback, height, and parking and lot coverage requirements. Future building permit applications will be reviewed for compliance with these provisions. On Lot 3, the northern property line is designated as the "front" and a 20-foot setback is shown. This meets code, although FWRC 19.05.160 also provides the option of designating the 20-foot by 20-foot area adjacent to the access easement as the `'front" per the following graphic. Lot 3 c• onveway Lot 2 for Lot 3 4 ind Access Easement for Lot 2 [{i[C Lot i - - - -� F = Front Yard Not an arterial S = Side Yard or principal Collector R = Rear Yard 6. State Environmental Policy Act (SEPA) — The three -lot short plat is exempt from environmental review pursuant to Washington Administrative Code (WAC) 197-1 1-800(6)(d). 7. Public Notice & Comment — A Notice of Land Use Application for the short subdivision was published in the Federal Way Mirr07• and posted at the subject property and city designated notice boards on July 29, 2016. The City did not receive any comments. 8. Critical Areas — The city's critical areas map shows no portion of the subject property within any critical area. 9. Open Space — As the City continues to grow with each new development and increase in residents, the need for additional recreation demand will follow. Providing open space with the new development is necessary to address the recreation needs of the growing community. As part of the City's Parks, Recreation, and Open Space Plan (2013) the City has adopted the following core values, goals, and policies regarding recreation and open space: Core Value #3: Retain and Improve Our Open Space. Open spaces and natural areas in the City provide an array of benefits to people and wildlife and can contribute to enhancing water quality in the community. Core Value #5: Provide a Balance of Services for a Diverse Population. Understanding the population being served and providing programs and opportunities that reflect residents' needs and interests is a major goal of the Plan. Federal Way's park system Should provide a variety of options for active and passive recreation opportunities. Goal B.1: Improve and maintain all neighborhood parks to maximize safety, visibility, usability, appeal, and identity. Statement of Pacts File # 16-102595-00-SU/ Doc. I.D. 75653 Chernikov/13urlakov/Lisitsyn Short Plat Page 2 Policy B.2: Plan for improvements to neighborhood parks based on their unique potential and designated role in the City-wide system. Policy B.3: Explore ways to allow for informal play opportunities by incorporating unprogrammed spaces such as fields and forested areas. Goal C.1: Maintain City parks and open spaces so that they are inviting to users and offer facilities and activities based on the potential of each property and community need. Policy C.1: Develop a more recognizable and inviting park and open space system. Goal L.1: Manage environmentally sensitive lands for long-term ecosystem health and biodiversity of natural systems, while making them accessible to the c07171nunity. Policy L.1: Maintain open spaces so that they are accessible to residents. Goal N.1: Preserve privately -owned open spaces with environmental constraints through incentive -based programs to provide `breathing-roo777'open space. Policy N3: To gain maximum effect on overall parks and recreation system, audit and revise City code requirements for on -site open space, and revise to require contribution to larger parks system rather than small, on -site parcels: As proposed, the added residents in the three -lot short plat will increase the demand for recreation activities and usable open space. Pursuant to FWRC 18.55.060, in order to reasonably mitigate the impact of development, the applicant is required to provide open space in the amount of 15 percent of the gross land area of the property, which equals 6,600 sq. ft. Approximately 2.93 percent of the gross acreage is set aside for open space in a 1,290 sq. ft. tract. The applicant requested on July 29, 2016, to provide a fee in lieu of open space for the additional 12.07 percent. The Parks Department has agreed to allow the applicant to pay a fee in lieu of open space as allowed by FWRC 18.55.060(2). The applicant provided a letter authorizing the city to use the open space fee -in -lieu in any of the Parks Planning Areas the city wishes. Prior to short plat recording, the applicant will be required to pay 12.07 percent of the most recent assessed land value of the subject property pursuant to limitations set forth in FWRC 19.100.070(l ). 10. Tree and Vegetation Retention/Replacement— Single-family residential zones are required to maintain a minimum of 25 tree units per acre. The total required tree units for the subject property are based on the gross land area (1.01 acres). The applicant will be required to retain, replace, or augment tree coverage as part of the building permit approval for each lot. A note must be placed on the short plat drawing requiring the new single family building permit applications for Lots 1, 2 and 3 to depict where the tree plantings will be located. Lots are required to have the following tree units: ■ Lot 1 (0.27 +/- acres) - 7 tree units + Lot 2 (0.26 +/- acres) - 7 tree units + Lot 3 (0.25 +/- acres) - 7 tree units 11. Coneurreney — The city's Traffic Division reviewed the applicant's concurrency application and concludes the proposed short subdivision will generate 5 new PM peak hour trips. Traffic Statement of Facts File # 16-102595-00-SU/ Doc. I.D. 75653 Chernikov/Burlakov/1-isitsyn Short Plat Page 3 Division staff have determined that all intersections impacted by one or more weekday evening peak hour trips from the proposed development would meet the level of service (LOS) standards with programmed improvements; therefore, a Capacity Reserve Certificate was issued June 28, 2016. In order to mitigate the impacts of new development on the city's street infrastructure, the applicant will be subject to the transportation impact fee (TIF). The fee will be assessed and due at the time of plat recording. 12. Ingress/Egress — Access to all three lots will be provided via a private access and utilities easement. 13. Street Frontage Improvements — The applicant will be required to construct curb, gutter and five-foot sidewalk along the property frontage. A streetlight shall be installed at the existing PSE pole across 6`i' Ave. SW. A 4-foot planter strip is not required, per the approved modification request. In order to construct these improvements so that they align with existing improvements to the south, approximately 2.5 feet of property will need to be dedicated to the City. The dedication shall be via a Statutory Warranty Deed. 14. Stormwater —The proposed development meets the criteria requiring Full Drainage Review under the 2016 King County Surface Water Design Manual (KCSWDM) and City Addendum to the manual. Development of the site will create additional runoff from new impervious surfaces such as streets, driveways, and rooftops. Tile applicant will be required to construct a flow control facility to meet the Flood Problem Flow Control criteria of the 2016 KCSWDM. The developed project will not create sufficient pollution -generating impervious surfaces that require Water Quality treatment. 15. Fire Protection — South King Fire and Rescue reviewed the application materials. A Fire Sprinkler System may be required for Lot 3 due to lack of Fire Apparatus access. An automatic fire detection system shall be installed in all buildings exceeding 3,000 square feet gross floor area. This fire detection system shall be monitored by a central and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the fire chief or designee. A recessed fire department "Knox" brand key box shall be installed on each building. All vehicle access gates shall be provided with a "Knox" brand key cylinder for fire department access. An automatic fire sprinkler system is required for any new residence built on Lot 2. The submitted Certificate of Water Availability from Lakehaven Utility District indicates that water will be available to the site. 16. Water and Sewer — The applicant proposes to serve the short subdivision with a public water supply and distribution system managed by the Lakehaven Water and Sewer District. The May 17, 2016, Certificate of Water Availability indicates Lakehaven's capacity to serve the proposed development via a water service connection application. The applicant proposes to serve the short subdivision by a public sewer system managed by Lakehaven Water and Sewer District. A May 17, 2016, Certificate of Sewer Availability indicates the district's capacity to serve the proposed development will require sewer service connection permits. 17. Lot Addresses — The city's Building Department has assigned the following addresses to the proposed lots. Addresses shall be depicted on the face of the short plat docUlnent. Lot 1-523 SW 316th PI Statement of Facts File # 16-102595-00-SU/ Doc. I.D. 75653 Chernikov/Burlakov/Lisitsym Short Plat Pape 4 ■ Lot 2 519 SW 316th Pl • Lot 3-513 SW 316th PI 18. Short Plat Drawing — The short plat drawing requires the following modifications (prior to final short plat approval) to comply with code requirements including Short Subdivision Submittal Requirements Bulletin #010: a) Correct the spelling of "CHERNIKOV" on the sheet one Dedication signature line. b) On sheet one, delete the signature block for King County Health Department, as these lots are served by public sewer. c) On sheets two and three, correct the name of the street to read "6T" AVE. SW." d) A note must be provided on the face of the plat that states an automatic fire sprinkler system is required for any new residence built on Lot 3. e) The applicant is required to retain, replace, or augment tree coverage as part of the building permit approval for each lot. A note must be added to the short plat stating that at the time of building pen -nit application, the site plans for Lots 1, 2 and 3 must depict where the tree plantings will be located. 7 tree units are required for each lot. f) All property owners and the PLS are required to sign the final document to be recorded. g) Please provide the location and description of all monuments, both found and set. Provide the date visited for the found rebar & cap. Permanent survey control monuments shall be provided for all final recorded documents at: 0 All controlling corners on the boundaries of the land division; 0 The intersection of centerlines of roads within the land division; and 0 The beginnings and ends of curves on centerlines or points of intersections on tangents. Please notify staff once lot corners are set. 19. Conditions of Approval —Staff recommends the Director of Community Development include the following conditions of approval in the short subdivision decision. Unless otherwise permitted in FWRC 18.30.280, all conditions shall be met prior to plat recording: 1) The applicant must receive Engineering approval prior to constructing site improvements. 2) Prior to final short plat approval, the short plat drawings shall be modified pursuant to Statement of Fact #18. 3) Prior to short plat recording, the applicant shall pay 12.07 percent of the most recent assessed land value of the subject property as the fee in lieu of open space. 4) The applicant is required to pay a traffic impact fee (TIF). The fee will be assessed and due at the time of plat recording. Statement of Facts Chernikov/Burlakov/Lisitsyn Short Plat File # 16-102595-00-SU/ Doc. I.D. 75653 Page 5 20. Design Criteria — The proposed short subdivision satisfies applicable design standards pursuant to FWRC Chapter 18.55 `Design Criteria' including, but not limited to, land division design, lot design, density, and open space subject to conditions being met. 21. Engineering Requirements —The applicant must obtain authorization to proceed from the Public Works Department prior to construction of plat infrastructure. These findings shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. Prepared by: Dave Van De Weghe, Senior Planner Statement of Facts Chernikov/Burlakov/Lisitsyn Short Plat Date: April 19, 2017 File # 16-102595-00-S U/ Doc. I.D. 75653 Page 6 CITY OF Federal Way January 30, 2017 ESM Consulting Engineers, LLC Kern O'Connor 33400 8 h Ave S, Suite 205 Federal Way, WA 98003 RE: File #16-102595-00-SU; 2°d Technical Review Comments Letter; Chernikov/Burlakov/Lisitsyn Short Plat; 31616 6th Ave SW Dear Ms. O'Connor: CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor The Community Development and Public Works Departments are in receipt of your November 14, 2016 re -submittal of materials for the Short Subdivision of one existing single-family residential lot into three single-family residential lots. The Community Development Department has reviewed the materials and have no further comments, however, prior to the Development Services and Traffic Divisions approval, please address the following technical review comments: Public Works Development Services Division (Kevin Peterson, (253) 835-2734, kevin.peterson@cityoffederalway.com) 1) The shared access road (along the south side of Lots 1 and 2) can be within an easement, as can the `hammerhead' turnaround portion of that road (as is currently shown on the November 2016 re -submittal). However, the `main' (east -west) portion of that easement cannot be included in the lot areas. Please deduct that east -west easement area from the total lot areas, and provide a new `net' lot area for Lots 1 and 2. 2) A separate response letter will be provided in regard to your request to modify the street frontage improvements. Public Works Traffic Division (Erik Preston, P.E., (253) 835-2744, erik.preston@cityoffederalway.com) 1. The driveway location along the south property line means the neighbor's 6-foot wooden fence limits the sight distance for vehicles exiting the property. The sight distance obstruction must be removed and relocated 5 feet east and 45 feet south as measured from the NW corner of the 16-102595-00-SU \\CFWFII.EI\Applications\CSDC\PROD\docs\save\139762_75327_30104907 DOC fence. The applicant is responsible for providing the required sight triangle by moving or removing the obstruction on the neighboring property. If proper sight distance cannot be achieved, then the driveway location needs to change in order to provide adequate sight distance to the intersection with SW 317ffi PI to the south. 2. A sidewalk transition is required at the north end of the property between the sidewalk and roadway shoulder. Please provide the additional requested information and revise the plans accordingly, and provide 4 copies of each to the Permit Center. If you have any questions, please feel free to contact me at (253) 835-2734, or via e-mail at kevin.peterson@cityoffederalway.com. Sincerely, Kevin Peterson Engineering Plans Reviewer KP:mt cc: Dave Van De Weghe, Senior Planner Erik Preston, Senior Traffic Engineer Dayfile 16-102595-00-SU \\CFWFQ.EI\Applications\CSDC\PROD\docs\save\139762 75327 30104907 DOC King County Department of Assessments King County Administration Bldg. 500 Fourth Avenue, Room 740 Seattle, WA 98104-2384 (206) 263-2323 FAX (206) 296-0106 November 19, 2020 DESIREE WINKLER 33325 8TH AVE SOUTH FEDERAL WAY, WA 98003 Dear Desiree, John Wilson Assessor We received the City of Federal Way Short Plat 16-102595-00-SU. The parcel number is 072104-9097. However, we are unable to process this project. There are two tracs being .created as part of this short plat. Tracts must be conveyed and the interest of each owner needs to be stated. The current language does not do this. A suggestion is to insert language such as,"All conveyances of Lots 1,2 & 3 must include a joint 113 interest in Tract A" and the same for Tract B. This way title companies know to assign the correct interest to the future owners of the lots. Sincerely, Mark Baker Abstract Technician King County Department of Assessments 31919 1s* Ave S, Suite 101 Federal, Way, WA 98003 253-925.5565 1253.925.5750 (f) Affidavit of Publication Rudi Alcott, being first duly sworn on oath, deposes and says that he is the Publisher of The Federal Way Mirror, a weekly newspaper. That said newspaper is published in the English language continually as a weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained by the aforementioned place of publication of said newspaper. That the annexed is a true copy of a legal advertisement placed by City of Federal Way - Community Development as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive week(s), commencing on the 29th day of July 2016, and ending on the 29th day of July 2016 , both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of 1$ 12.48, which amount has been paid in full, or billed at the legal rate according to RCW 65.16.020. Subscribed to and sworn before me this 12th day of August 2016. Notary Public in and for the State of Washington, Residing at Buckley . ��►1l1f1��� a%��•s�� .. ANdF 1 �( SjDN �kp•. 14- 0 Oz '- pdgL,1C z f�f11,1� Federal Way NOTICE OF MASTER LAND USE APPLICATION Project Name: Chernikov/Burlakov/Lisitsyn Short Plat Project Description: Proposed short subdivision of one existing 2.1-20re single-family lot Into three single-family lots. The subject property is zoned Single Family (RS9.6). Agert: Ketri O'Connor, ESM Consulting Engineers, 33400 8th Ave. S.. Suite 205, Federal Way, WA 98003 Project Location: 6th Ave SW, belween SW 316th & SW 317th, Federal Way. Tax Pan:41 ID #072104- 9097 Date of Application: May 27, 2016 Date Determined Complete: July 25, 2016 Date of Notice of Application: July 29, 2016 Requested Decision and Other Permits Included with this Application: The applicant requests a short subdivision declsion (File #16-102595-00- SU) issued by the Director of Community Develop- ment pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. The department has deter- mined the application is categorically exempt from threshold determination procedures pursuant to State Environmental Policy Act (SEPA) Rules 197- 11-800(6). Environmental Document: Preliminary Technical Information Report Development Regulations to Be Used for Project Mitigation: FWRC T& 16 'Surtaoe Water Manape- ment;' Title 18 'Subdivisions;' Tale 19.'Zoning and Development Code.' Consistency with Applicable City Plans and Regula- tions: The project will be reviewed for consistency with all applicable codes and regulations including The Federal Way Revised Code; 2009 King County Surface Water Design Manual as amended by the City of Federal Way, and Public Works Department Development Standards. Public Comment & Appeals: The official project file is available for public review at the Community De- velopment Department (address below). Any per- son may submit written comments on the short subdivision application to the Director of Commu- nity Development by August 15, 2016. Only per- sons who submll written documents to the Direc- tor, or specifically request a copy of the original decision may appeal the Director's decision. Availability of File and Environmental Document: The otRWI project file and referenced environmen- tal document are available for public review during normal business hours at the Community Develop- ment Department, 33325 8th Avenue South, 2nd Floor, Federal Way, WA 98003. Staff Contact: Dave Van De Weghe, Senior Plan- ner, 253-835-2638, davld.vandeweghef8c tyoffederalway.Com Printed in the Federal Way Mirror Juy 29, 201 B. FWM 2373 RESUBMITTED MAR 16 2017 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT CONSULTING ENG;NEE March 16, 2017 Job No.1876-001-015 Mr. Kevin Peterson Engineering Plans Reviewer City of Federal Way 33325 8`h Ave S Federal Way WA 98003-6325 RE: Permit #16-105479-00-SM; File #16-102595-00-SU; 2nd Technical Review Comments Letter, and Response to Modification Request; Chemikov Short Plat; 31616 6th Ave SW Dear Kevin: We are resubmitting the Chemikov Short Plat revised plan set and revised supplemental materials for review and approval as outlined below. ESM Consulting Engineers is providing this response to two separate letters received from Public Works in regards to the Cherikov Short Plat Application. The first part of this letter is a response to the 2Ind round of technical review comments received by ESM Consulting Engineers dated January Will, 2017. The second part of this letter is a response to the correspondence received from EJ Walsh, regarding our modification request dated February 9, 2017. As part of this resubmittal for Short Plat review, the following materials are included: 1. This letter (2 copies); 2. Preliminary Technical Information Report (2 copies); 3. Chemikov Plat Photometric Analysis (7 copies); 4. Preliminary Engineering & Tree Retention Plan (7 copies); 5. Preliminary Site Cross Sections (7 copies); 6. Short Plat Plans (7 copies); 7. Lot Closures (2 copies). For the purposes of this narrative we have copied the City comments below in italics and have provided our responses in Bold. Technical Review Comment and Applicant Response Public Works Development Services Division (Kevin Peterson, (253) 835-2734, kelvin., neterS017&0yoffederalwau001n) ESM Federal Way ESM Everett Civil Engineering Land Planning 33400 8th Ave S, Ste 205 1010 SE Everett Mall Way, Ste 210 Land Surveying Landscape Architecture Federal Way, WA 98003 Everett, WA99208 253.838.6113tel 425.297.9900tel 31D Laser5canning GIs 800.345.5694 toll free 800.345.5694 toll free www.esmcivil.com 253.838.7104 fax 425.297,9901 fax Mr. Kevin Peterson March 16, 2017 Page 2 The shared access road (along the south side of Lots 1 and 2) can be within an easement as can the hammerhead' turnaround portion of that road (as is currently shown on the November 2016 re -submittal). However, the main' (east -west/ portion of that easement cannot be included in the lot areas Please deduct that east -west easement area from the total lot areas, and provide a new ner lot area for Lots 1 and 2. The shared access road has been relocated to the north portion of the site, just south of the storrnwater pond. Updated lot areas less the 20' access easement are depicted on sheet 2 of 3 of the short plat plans. 2. A separate response letter will be provided in regard to your request to modify the street frontage improvements This letter also includes responses for the modification request Public Works Traffic Division (Erik Preston, P.E., (253)835-2744 erikorestongcity_oftederalwaycom) The driveway location along the south property line means the neighbor's 5-foot wooden fence limits the sight distance for vehicles exiting the property. The sight distance obstruction must be removed and relocated 5 feet east and 45 feet south as measured from the NW comer of the fence. The applicant is responsible for providing the required sight triangle by moving or removing the obstruction on the neighboring property. if proper sight distance cannot be achieved, then the driveway location needs to change in order to provide adequate sight distance to the intersection with SW 317th PI to the south. The proper sight distance could not be achieved when the driveway was located at the southern portion of the property. The revised plans show that the shared access driveway has been relocated to the northern portion of the property, just south of the stormwater pond. The fence on the northern portion of the property is a 3-foot high, chain link fence and does not obstruct the site distance triangle. 2. A sidewalk transition is required at the north end of the property between the sidewalk and roadway shoulder. Installation of the street frontage improvements will include an asphalt ramp. This is similar to what exists at the end of the improvements at the southwest comer of the project site where rolled curb and concrete sidewalk terminates. Modification Reguest Comment and Response The following address the various elements ofyourrequest. Your request to eliminate the 4-foot planter strip along your frontage is approved. The applicant will be required to construct curb, gutter, and 5- Mr. Kevin Peterson March 16, 2017 Page 3 foot sidewalk along the property frontage, and eliminate the 4-foot planter strip; Thank you. Sheet C1 of the preliminary engineering plans depicts vertical curb and 5' of sidewalk along the property frontage. 2. Your request to install rolled curb and gutter is denied. The existing rolled curb and gutter that lies to the south of yourproject was constructed before City incorporation, and the City only allows vertical curb and gutter in its new roadway sections. /t's acknowledged that some form of transition from rolled- to vertical- curb and gutter will be required at the south end of the Improvements, and this transition section will need to be shown on the final engineering plans; This transition from rolled curb to vertical curb is shown on sheet C1 of the preliminary engineering plans. 3. The current engineering plan shows the proposed curb, gutter and sidewalk to 'veer' slightly back to the west into the northbound lane of travel. Given that the existing roadway is fairly narrow in nature, veering of the alignment is a potential safety hazard and is not allowed. The proposed new improvements will need to align with the existing improvements to the south of your project. Additional property may need to be dedicated to the City so that the new sidewalk is completely within the City right of way. The City will waive the required 3-foot utility strip behind the sidewalk in order to minimize the amount of property needed for right of way, however, the applicant may need to provide an easement along the property frontage in order to install other utilities; A transition from vertical curb to rolled curb is shown on the southern portion of the property frontage. The preliminary engineering plans depict a 2.5-foot ROW dedication to allow the concrete sidewalk to match existing improvements to the north and south. The proposed sidewalk no longer veers to the west and instead transitions to the east along the length of the frontage and ties into the existing edge of pavement 4. Your request to waive street lighting is denied. A streetlight shall be installed at the intersection of the proposed shared access driveway and 6th Ave SW. The streetlight would have to be behind the new sidewall� so an easement may have to be granted to the City where the streetlight is located. Alternatively, if it can be shown through a photometric plan that meets City lighting standards, a streetlight mounted to an existing utility pole in the immediate vicinity of the noted intersection, may be allowed; Included with this resubmittal is a photometric analysis prepared by Intolight This analysis shows that installation of a 102 watt LED Cobra Head luminaire on the existing wooden utility pole would provide 0.84c average at 4.2 uniformity ratio. This photometric plan demonstrates that lighting on the pole across the street meets City lighting standards. Mr. Kevin Peterson March 16, 2017 Page 4 Additional Condition ofApproval.- 5. The existing 6-1oot high board fence on the property to the south of your applicants (at 538 SW 317th Place) causes a sight -distance obstruction for vehicles exiting the proposed short plat shared access road. In order to mitigate this obstruction, the applicant w/l/ have to remove/relocate that section of fence to obtain a clear sight distance. Altemative/y, the shared access roadway may need to be relocated so that a clear sight distance can be obtained without removal of that fence. The conditions of this right- of-way mod/fication will be applicable for a period of one year /f preliminary short plat approval is not issued within the one year time period, this waiver will be void, and a new request for modification must be submitted; The shared access roadway has been relocated to the northern portion of the property, just south of the stormwater pond. This relieves any sight distance issues for the shared access drive. We understand that this letter and accompanying plans and materials constitute a complete resubmittal to resume the review of this Preliminary Short Plat application. Please feel free to contact us immediately if you have any questions or need additional information. Thank you for your attention to this project and we look forward to processing this application with you and the City. Very truly yours, ESM CONSULTING ENGINEERS, L.L.C. G� EVAN MANN Senior Planner/Associate Enclosures Ilesm8lengrlesm jobs11876100110151documenllletter-001.docx RESUBMITTED 1 Jr taAt tR � .Pvwff M. �I (AaA.r ICT SCALE V=50' I I I ID arapt a= f-ik. 0011 r PINS f R7M6 r/,r I� !la dp u rase• IeleD t/Y d11 Ate W Llla V 7Q1S r real geirpr rc rnx -------------- 1 po... o r - - - - - — - og0aOa° aa0p° r ^ r , r °°°ap a°a°o I t i 8 ;L ULRIC H & LISITSY r & 8 RLAKOV r " 0721 49097 Chernikov Frontage r r , r Illuminance (Fc) r , ; Average = 0.84 °a r,Maximum = 2.4 - �� air-'� Minimum = 0.2 Avg/Min Ratio = 4.20 POUND ex no" u JON 072 Pees Pirsvr wa alp T a A Ia We BEAL, VICKII L. GORICH, PAVEL & PARK, DAL & IN 0. KINYANJUI, N 7450800010 LYUDMILA 7450800030 &SUS N 7450800020 AT SL1 ON EXISTING WD POLE, INSTALL 102W LED CHFL ON 8' ARM MOUNT AT 27' ORIENT E AS SHOWN, OVER ROADWAY INSTALL INTOLIGHT TAG STREET LIGHT TABLE SL # TAG # GRID # POLE MH LUMINAIRE ARM SCHED SLl 3�� EXISTING S:UD1] 27 102W LLD HEAD FLATCOBRA LENS $ 53 LED 163344 W/0 # — FOREMAN 1ZBOX WHEN COMPLETED) ❑ Street LFyhts Enarylzed ❑ PSE Equipment LOCKED/SECURED & Work Area left in CLEAN 78AFE Condition. 0 Grid, Cable, and s-mkch numbers INSTALLED d VERIFIED_ ❑ Field Changes RED-I.I NED on As-bullt. eMaterial VERIFIED and CI-MGES noted on Papery°*. Company IDWs RECOR E�coreei roeati°n on As -bum ❑ Indicate boract FUSE SIZE on As-buIll A VER FY proper PHASE. ❑ Correct QC Checklist(s) reviewed. ❑ Deviations noted on the As -built and their reason. ❑ 1 certify that the work performed meets PSE's standards and procedures and that all quality requirements are met. PLAT ENERGIZED YES ❑ NO ❑ Foreman's Signature Pdnt Neme Date PROJECT PHASE NOTIF# ORDER# PWR Superior St Light Replace Removal Temporary Job Order 105 GAS Distribution HP Main HP Svc/MS CABLE TV PHONE Project Manager Contact Information: MICHAEL HAMMONS 425 765 1395 Cell Phone Vicinity Map THOMAS GUIDE P O MAR 16 2017 CITY OF FF-DF LPME I WAY N Owner/Developer Contact Info ESM CONSULTING ENGINEERS ATTN: EVAN MANN 253-838-6113 office C) r Developer Yes Yes ESE For contacts below dial 1-888-CALL PSE (225-5773) "Locates Required" I 6-No CALL (800) 424-5555 "Outages Required" Yes No 2 BUSINESS DAYS BEFORE YOU DIG "Flagging Required" eS No THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CORRECTIVE I REAL ESTATE/EASEMENT PERMIT X NEW BUSINESS ❑ 10 DAY WAIVED N/A N/A 3 FUNCTION CONTACT PHONE NO DATE 2 ACCOUNT MGR D. TROUPE 425 456 2526 1 ENGR - POWER LANE MAHLERi 425 462 3624 REV# BY DESCRIPTION ENGR - GAS COUNTY Emer Sect Gas Wk Ctr POWER WK CTR DRAWN BY LANE MAHLER 425 462 3624 2.22.17 KING 3515 CHECKED BY 1/4 SEC OP MAP PLAT MAP APPROVED BY NIA FOREMAN #1 U-MAP NO (POWER) OH CKT MAP UG CKT MAP CIRCUIT NO FOREMAN #2 2204EO80 2204EO84 2204EO80 ZEN-25 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES FRONTIER COMCAST N/A N/A CONTACT N/A N/A N/A N/A PHONE# N/A N/A N/A N/A INCIDENT MAOP PUGETh SOUND CHERNIKOV PLAT Gas Order Elect Order 105 ENE�/ INSTALL STREET LIGHT PAGE I[Llit —31650 6TH AVE SW, FEDERAL WAY WA SCALE DESIGNED BY: IntoLight 1" = 50' 1 of 1 R CI7-Y OF t=LzU;:. 1�tisven CDS bkITY D15CFJ WATER CERMC Lakehaven Utility District - Development Engineering Section 31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Utility District, at its sole discretion, reserves the right to delay, or deny, water service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other ❑ Subdivision 10 Short Subdivision ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ❑ Other (specify/describe) Tax Parcel Number(s): 0721049097 Site Address: 31616 6th Ave 5W._.i+ederal WaWay Lakehaven Grid: H-08 Ex. Bldg. Area to Remain: N/A New Bldg. Area Proposed: 2 500+/- sf per lot (3) Applicant's Name: Vladimir Chernikov WATER �_;XS_TEM M08MATION 1. ® Water service can be provided by service connection to an existing B" diameter water main that is approximately 12+ - feet from the site. 2. ❑ Water service for the site will require an Improvement to Lakehaven's water distribution system of: ❑ a. feet of " diameter water main to reach the site; and/or ❑ b. The construction of a water distribution system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive water system plan would need to be implemented and/or constructed; and/or ❑ d. Other (describe): 3. ® a. The existing water system is in conformance with Lakehaven's Comprehensive Water System Plan. ❑ b. The existing water system is not In conformance with Lakehaven's Comprehensive Water System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The subject property is within the corporate limits of Lakehaven Utility District, or has been granted Boundary Review Board approval for extension of water service outside of Lakehaven's water service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Water service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven); ® b. Proof or reservation of easement(s) as required by Lakehaven (private, for building supply lines for proposed Lots 2 and 3); ® c. Other: water service Connection a piication required, for each new service or modifirption to existiILtL service/meter. Comments/special conditions: The existing Will need to be evaluated under C to determineif it' adeay to fort the proposed nt w us . The nearest fire hydrant is approximately 10+ - feet from the Property (as shown on map on the back of this page). Fire Flow at no less than 20 psi available within the water distribution system is 1.000+ gpm (approximate) for two (2) hours or more. This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. Hydraulic model results (FF #283) Indicate that Lakehaven's standard maximum allowable velocity of 10 ft/s is exceeded at a fire flow rate above 3 100+ - gpm. Fire flow rates greater than this may be accommodated through water distribution system improvements, contact Lakehaven for additional Information. 538 Pressure Zone Property Elevations (GIs): High 320+/-, Low 320+/- Est. Pressures (psi): Min. 85, Max. 94 I hereby certify that the above water system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Title: DEVELOPMENT ENGINEERING SUPERVISOR I I ZSignature: - Date: � 1 7 l 1 Chernikov wtr 0721049097.docx (2/22/16) Page 1 of 2 r D721049222 0721049223 0721049165 31606 521 511 072 04916 501 Ex. ydrant .............049148 438 H 4 ol L 7450800010 rSg 7450800020 7450800030 7450800040 532 526 520 VJDTE* takehaven t8uay D[strtct Water Certificate of Availability ?•It rather warrants nor guarantees the accuracy of any facility information Parcel 0721049097 provided. Facility locations and a s0 100 ccrrddtons are subject to field "NENY tll veriftation. Feet 5117/2016 BIA Chernikov wtr 0721049097.docx (2/22/16) Page 2 of 2 #' D bTILITy D1 R1 Lakehaven Utility District - Development Engineering Section 31623 - 1st Ave S * PO Box 4249 # Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 * Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Utility District, at its sole discretion, reserves the right to delay, or deny, sewer service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other ❑ Subdivision ® Short Subdivision ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ❑ Other (specify/descrlbe) Tax Parcel Number(s): 0721049097 Site Address: 31616 6th Ave SW F de Lakehaven Grid: H-08 Ex. Bldg. Area to Remain: N/A New Bldg. Area Proposed: 2.500+/- sf per lot (3) Applicant's Name: Vfadirnir ChernikoY SEWER SYSTEM INFORMATION 1. 0 sewer service can be provided by service connection to an existing 8" diameter sewer main that is approximately 30+/- feet from the site and the sewer system has the capacity to serve the proposed land use. 2. ❑ Sewer service for the site will require an improvement to Lakehaven's sanitary sewer system of: ❑ a. feet of " diameter sewer main or trunk to reach the site; and/or ❑ b. The construction of a sanitary sewer collection system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive wastewater system plan would need to be implemented and/or constructed; and/or ❑ d. Other (describe): 3. ® a. The existing sewer system Is In conformance with Lakehaven's Comprehensive Wastewater System Plan. ❑ b. The existing sewer system is not in conformance with Lakehaven's Comprehensive Wastewater System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The proposed site land use is within the corporate limits of Lakehaven Utility District, or has been granted Boundary Review Board approval for extension of sewer service outside of Lakehaven's sewer service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Sewer service Is subject to: ® a. Payment of connection charges (to be determined by Lakehaven); ® b. Proof or reservation of easement(s) as required by Lakehaven (private, for building sewer lines for proposed Lots 2 and 3); ® c. Other: Sewer Seaice Connection Permit reauOred. for each fot, Each I t shall have Its own, sgparaLe sewer service line & connection to existinge r main. Comments/special conditions: The property has n r existing sewerI conngftign. I hereby certify that the above sewer system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Title: DEVELOPMENT ENGINEERING_ SUPERVISOR V7 _ Z Signature: - _ Z ".... , 1i Date: ! / b Chernikov swr 0721049097.docx (2/22/16) Page 1 of 2 T40T , w«f,aven tJtuRy rasstrict Sewer Certificate of Availability neither warrants nor guarantees the Parcel 0721049097 l accuracy of any Facility information provided. FacitRy locations and G tun U . ! ►a�+3_ condh[cm are subject to Field fiLi1q tyfti7�" verification. Feel 5/17/2016 BIA Chernikov swr 0721049097.docx (2/22/16) Page 2 of 2 March 16, 2017 Mr. Kevin Peterson Engineering Plans Reviewer City of Federal Way 33325 8th Ave S Federal Way WA 98003-6325 RESUBMITTED MAR 16 2017 MY OF FEDERAL WAY COMMUNITY DEVELOPMENT ENGINEERS LLC Job No.1876-001-015 RE: Permit #16-105479-00SM; File #16-102595-00SU; 2nd Technical Review Comments Letter, and Response to Modification Request; Chemikov Short Plat; 31616 6th Ave SW Dear Kevin: We are resubmitting the Chernikov Short Plat revised plan set and revised supplemental materials for review and approval as outlined below. ESM Consulting Engineers is providing this response to two separate letters received from Public Works in regards to the Chernikov Short Plat Application. The first part of this letter is a response to the 2`,d round of technical review comments received by ESM Consulting Engineers dated January 30th, 2017. The second part of this letter is a response to the correspondence received from EJ Walsh, regarding our modification request dated February 9, 2017. As part of this resubmittal for Short Plat review, the following materials are included: 1. This letter (2 copies); 2. Preliminary Technical Information Report (2 copies); 3. Chernikov Plat Photometric Analysis (7 copies); 4. Preliminary Engineering & Tree Retention Plan (7 copies); 5. Preliminary Site Cross Sections (7 copies); 6. Short Plat Plans (7 copies); 7. Lot Closures (2 copies). For the purposes of this narrative we have copied the City comments below in italics and have provided our responses in Bold. Technical Review Comment and Applicant Res ❑nse Public Works Development Services Division (Kevin Peterson, (253) 835-2734, kevinpetersongcltvoffederalwaYcom ESM Federal Way ESM Everett Civil Engineering Land Planning 33400 Sth Ave S, Ste 20S 1010 SE Everett Mall Way, Ste 210 Land Surveying Landscape Architecture Federal Way, WA 98003 253.838.6113tel Everett, WA 98208 425.297.9900tel 3D Laser Scanning GIS 800.345.5694 toll free 800.345.5694 toll free www.esmcivil.com 253.838.7104fax 425.297.9901fax Mr. Kevin Peterson March 16, 2017 Page 2 The shared access road (along the south side of Lots 1 and 2) can be within an easemen4 as can the hammerhead' turnaround portion of that road (as is currently shown on the November 2016 re -submittal). However, the main' (east -west) portion of that easement cannot be included in the lot areas Please deduct that east -west easement area from the total lot areas, and provide a new net' lot area for Lots 1 and 2. The shared access road has been relocated to the north portion of the site, just south of the stormwater pond. Updated lot areas less the 20' access easement are depicted on sheet 2 of 3 of the short plat plans. 2. A separate response letter will be provided in regard to your request to modify the street frontage improvements This letter also includes responses for the modification request Public Works Traffic Division (Erik Preston, P.E., (253) 835-2744, erik,preston&i offederalwaucom) >. The driveway location along the south property line means the neighbor's 6-foot wooden fence limits the sight distance for vehicles exiting the property. The sight distance obstruction must be removed and relocated 5 feet east and 45 feet south as measured from the NW comer of the fence. The applicant is responsible for providing the required sight triangle by moving or removing the obstruction on the neighboring property. if proper sight distance cannot be achieved, then the driveway location needs to change in order to provide adequate sight distance to the intersection with SW 317th PI to the south. The proper sight distance could not be achieved when the driveway was located at the southern portion of the property. The revised plans show that the shared access driveway has been relocated to the northern portion of the property, just south of the stormwater pond. The fence on the northern portion of the property is a 3-foot high, chain link fence and does not obstruct the site distance triangle. 2. A sidewalk transition is required at the north end of the property between the sidewalk and roadway shoulder. Installation of the street frontage improvements will include an asphalt ramp. This is similar to what exists at the end of the improvements at the southwest comer of the project site where rolled curb and concrete sidewalk terminates. Modification Request Comment and Response The following address the various elements ofyour request, Your request to eliminate the 4-foot planter strip along your frontage is approved. The applicant will be required to construct curb, gutter, and 5- Mr. Kevin Peterson March 16, 2017 Page 3 foot sidewalk along the property frontage, and eliminate the 4-foot planter strip; Thank you. Sheet C1 of the preliminary engineering plans depicts vertical curb and 5' of sidewalk along the property frontage. 2. Your request to install rolled curb and gutter is denied The existing rolled curb and gutter that lies to the south of your project was constructed before City incorporation, and the City only allows vertical curb and gutter in its new roadway sections its acknowledged that some form of transition from rolled- to vertical- curb and gutter will be required at the south end of the improvements, and this transition section will need to be shown on the final engineering plans This transition from rolled curb to vertical curb is shown on sheet C1 of the preliminary engineering plans. 3. The current engineering plan shows the proposed curb, gutter and sidewalk to 'veer' slightly back to the wes4 into the northbound lane of travel. Given that the existing roadway is fairly narrow in nature, veering of the alignment is a potential safety hazard and is not allowed. The proposed new improvements will need to align with the existing improvements to the south of your project Additional property may need to be dedicated to the City so that the new sidewalk is completely within the City right of way. The City will waive the required 3-foot utility strip behind the sidewalk in order to minimize the amount of property needed for right of way, however, the applicant may need to provide an easement along the property frontage in order to install other utilities; A transition from vertical curb to rolled curb is shown on the southern portion of the property frontage. The preliminary engineering plans depict a 2.5-foot ROW dedication to allow the concrete sidewalk to match existing improvements to the north and south. The proposed sidewalk no longer veers to the west and instead transitions to the east along the length of the frontage and ties into the existing edge of pavement 4. Your request to waive street lighting is denied. A streetlight shall be installed at the intersection of the proposed shared access driveway and 6th Ave SW. The streetlight would have to be behind the new sidewalk so an easement may have to be granted to the City where the streetlight is located. Alternatively, if it can be shown through a photometric plan that meets City lighting standards, a streetlight mounted to an existing utility pole in the immediate vicinity of the noted intersection, may be allowed; Included with this resubmittal is a photometric analysis prepared by Intolight This analysis shows that installation of a 102 watt LED Cobra Head luminaire on the existing wooden utility pole would provide 0.84fc average at 4.2 uniformity ratio. This photometric plan demonstrates that lighting on the pole across the street meets City lighting standards. Mr. Kevin Peterson March 16, 2017 Page 4 Additional Condition ofApprovak 5. The existing 6-foot high board fence on the property to the south of your applicants (at 538 SW 3171h Place) causes a sight -distance obstruction for vehicles exiting the proposed short plat shared access road. In order to mitigate this obstruction, the applicant will have to remove/relocate that section of fence to obtain a clear sight distance. Alternatively, the shared access roadway may need to be relocated so that a clear sight distance can be obtained without removal of that fence. The conditions of this right- of-way modification will be applicable for a period of one year. If preliminary short plat approval is not issued within the one year time period, this waiver will be void, and a new request for modification must be submitted; The shared access roadway has been relocated to the northern portion of the property, just south of the stormwater pond. This relieves any sight distance issues for the shared access drive. We understand that this letter and accompanying plans and materials constitute a complete resubmittal to resume the review of this Preliminary Short Plat application. Please feel free to contact us immediately if you have any questions or need additional information. Thank you for your attention to this project and we look forward to processing this application with you and the City. Very truly yours, ESM CONSULTING ENGINEERS, L.L.C. EVAN MANN Senior Planner/Associate Enclosures Ilesm8leng rles m-jobs11876100110151docu mentlletter-001.docx 70 dome LL LL s � rrr i� 10 .� 10 t 3 d. M U etc M IM Ck. z}0 Co o n yd � N i 3 0 O rL L L N � U m U A � L R O 3 a, O O Q m t ro tw , 'L i•d � v t L N L � O � � 3 o Q L �•d Q: L o4 41 L O +d +d N Q% 41 U N O O C C "a O t� O N L +d t s a� +d O M O L QJ Oto t �d � O m c 4 O O i O O Q O_ M O t N f6 N E +Ld N C =4� bo O � 41 f6 U N 4% C � f0 � C) O C U C � 4d _O M N 4-- 0 O_ M �d i N � 3 n o L O L m o C v O 4- 00 0 M L LL Q November 14, 2016 NSULTING ENGINEERS �% g Job No. 1876-001-015 RESUBMITTED Mr. Dave Van De Weghe NOV-1 6 2016 City of Federal Way 333258 1hAve S CITY OF FEDERAL WAY Federal Way, WA 98003 CDS RE: File 16-102595-00-SU; Chernikov Short Plat Resubmittal & Modification Request; 31616 - 6th Ave SW, Federal Way Dear Dave: Please accept this letter and accompanying materials for the resubmittal of the Chernikov/Burlakov/Lisitsyn Short Plat. Based on the letter received from the City on July 25, 2016, we have compiled the updated documents for resubmittal to allow continued processing of the Short Plat application which was previously submitted on May 27, 2016. The following items are being resubmitted for your consideration: Short Plat: o Preliminary Technical Information Report; ESM Consulting Engineers - dated November 10, 2016. o Preliminary Engineering Plan (Revised); ESM Consulting Engineers o Short Plat Drawing (Revised); ESM Consulting Engineers Please review the revised documents and provide us with your approval to proceed with final short plat recording. If there are additional comments or changes required, please provide those as soon as possible so we can make the changes and provide another revised copy of the short plat. For clarity purposes we have copied the City's Technical Comments below in Italics and have provided our responses in Bold. PLANNING DIVISION 1) The site is located within the Tacoma Smelter Plume, containing 40.1 ppm-100.00 ppm of arsenic. For further information, please contact Eva Barber, Technical Assistance Coordinator at the Department of Ecology, Toxics Cleanup Program at (360) 407-7094 or eva.aarbefQecy wa goo ESM Federal Way ESM Everett Civil Engineering Land Planning 33400 8th Ave S, Ste 20S 1010 SE Everett Mall Way, Ste 210 Land Surveying Landscape Architecture Federal Way, WA 98003 Everett, WA 98208 GIS 253.838.6113te1 425.297.9900tel 3D Laser Scanning 800.345 . 5694 toll free 800.345.5694 toll free www.esmcivil.com 253.838.7104 fax 425.297.9901 fax Mr. Dave Van De Weghe November 14, 2016 Page 2 GeoResources performed an arsenic review of the site to include soil samples that were analyzed by Spectra Labs. It was determined per the included Summary of Arsenic Sampling Letter included with this resubmittal that the soil sampled did not have arsenic or lead levels that exceed the Model Toxics Control Act (MTCA) levels. Based on the results of the soil sampling program, the site does not require remediation. 2) All residential subdivisions are required to provide open space in the amount of 15 percent of the gross land area of the subdivision site per FWRC 18 55,060(2) All or some of the open space requirement may be satisfied by a fee -in -lieu payment at the discretion of the Parks Director if open space is provided onsite, it shall be provided in its own tract As with other tracts, an open space tract cannot count towards the minimum lot area of the lots The minimum open space requirement for the short plat is 15% of the property total area or 6,600 SF. 4,713 SF of open space has been provided and is shown in Tract B on the short plat The area provided as open space is 71 % of the required 6,600 SF. The provided open space is the maximum square footage that the applicant can feasibly provide. The applicant will provide a fee in lieu of open space for the 1,887 SF (29%) that the open space tract is deficient In our previous correspondence via email you indicated that the fee in lieu of open space is 15% of the assessed property value at the time of plat approval. In this case, the current assessed value is $124,000. 15% x $124,000 = $18,600 (fee in lieu cost). As we are providing 71 % of the required open space we will need to pay 29% of the fee in lieu cost 29% x $18,600 = $5,394. With this letter we request that the Parks Director accept a fee in lieu payment for a portion of the open space requirement for the short plat 3) The plat will be subject to tree density requirements of FWRC 19.120.130(1); note that 25 tree -units per acre are required for single-family zoned sites A tree unit is a value assigned to existing trees retained on the property or replacement trees The larger the tree, the greater value it is assigned. Required tree density can be composed of retained trees and replacement plantings per FWRC 19.120130 The tree and vegetation plan must clearly show where the tree units are to be located. The formal application must indicate what trees are to be removed. The total site area is 42,110 sf (96 acres) and requires a total of 24 tree units be retained or provided as part of the plat There are currently 2 trees on the site: 1 - 30" Cottonwood, 1 - 18" Alder. These trees qualify for 5.5 tree units. As such, the site will require 18.5 trees to be planted. A total of 20 tree units are proposed to be planted in the open space tract These trees are shown on the Preliminary Engineering and Tree Retention Plan. A formal landscape plan with species type and size will be provided during final engineering. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION Short Plat- 1) The surveyor shall seal the lot closure calculations Mr. Dave Van De Weghe November 14, 2016 Page 3 Revised lot closure calculations have been provided with this resubmittal. The lot closure calculations have been stamped by the surveyor. 2) The SP drawing is plotted on an older version of the City's SP title block The SP shall be plotted on the most current title block The plans have been updated onto the most current title block 3) Add the City File number in the space provided on the SP title block The City File number has been provided on the short plat title block 4) The detention pond shall be located within a tract separate from the lots This will affect the proposed lot sizes The pond has been placed in a separate tract and the lot sizes have been updated. 5) The turnaround portion of the access road/tract may be placed within an easement on Lots 1 and 2, and that area can be included in the lot size calculations The access road/tract has been changed to an easement on lots 1 and 2. Preliminary Engineering Plan and Technical Information Report (TIR): 1) The interior pond walls shall be of reinforced concrete, per the requirements of the King County Surface Water Design Manual (KCSWDM) The pond wall has been changed to reinforced concrete. 2) Since the pond will be privately owned, the entire pond perimeter may be vertical retair7i17g walls (although an access road is still needed to access the pond bottom and the outlet structure) Acknowledged. The pond wall has been adjusted. 3) The TlR (Table 4.2) indicates that the lots will contain approximately 2,500 SF of impervious surface in the developed condition; however, the KCSWDM requires that the developed condition be modeled assuming 4, 000 SF per lot Additionally, this table also includes the pond as impervious area. The City does not require the pond surface to be included in the developed land use condition. The calculations will need to be revised to reflect the above information. The pond calculations have been changed to model the 3 lots as 4,0000 sf impervious area per lot The pond surface has been changed to be pervious area. Mr. Dave Van De Weghe November 14, 2016 Page 4 4) The access road requires a minimum of a 32-foot radius (each side) where it connects to the public roadway. Per our conversations with you, as the roads will be private they will access 6th Place SW with a driveway type access. This includes a curb cut and will not require a full 32-foot radius. PUBLIC WORKS TRAFFIC DIVISION Show the necessary street frontage improvements on 61h Ave SW frontage for a Type 'S" street; consisting of curb and gutter, 4-foot planter strip with street trees, 5-foot sidewalks, and street lights; or make a written request to the Public Works Director to modify, defer, or waive the required street improvements (FWRC 19.135.070) Information about right-of- way modification requests is available through the Public Works Development Services Division. These modification requests have a nominal review fee currently at $160.00. With this letter and accompanying fee the applicant requests a modification to the street frontage improvements that are required along 6th Ave SW. The short plat has 164 linear feet of frontage along 61h Ave SW. There are currently no frontage improvements on either side of the road along the site frontage or the frontages to the north. To the south of the site there is rolled curb and a 5' sidewalk on the east side of 6th Ave SW. There are no planter strips or street lights along 6th Ave SW. The rolled curb and sidewalk end at approximately the southwest corner of this proposed short plat. We request that the City grant a modification to allow the applicant to construct street frontage improvements that match the existing improvement to the south of the site. This includes the construction of rolled curb and 5' wide sidewalk along the east side of 6th Ave SW for approximately 164 linear feet. We request that the City waive the requirement for street lights and planter strip along the frontage. These improvements will be consistent with the surrounding neighborhood and will provide for safe walking conditions along the front of the property. It is our understanding that the above items constitute a complete resubmittal for the applications with the City of Federal Way. Should you have any questions, or require any additional information, please contact me immediately. We look forward to working with you on this project. Very truly yours, ESM CONSULTING ENGINEERS, L.L.C. K RRI O'CONNOR Assistant Planner CC: Enclosures Ilesm8lengrlesm-jobs11876100110151documentlletter-001.doc Ph. 253-896-1011 Fx. 253-896-2633 ESM Consulting Engineers 33400 8th Avenue South #205 Federal Way, Washington 98003 Attn: Mr. Evan Mann GeoResources, LLC 5007 Pacific Hwy. E, Suite 16 Fife, Washington 98424 octAF$ URM ITTE D NOV-16 2016 CITY OF FEDERAL WAY CDS Summary of Arsenic Sampling Letter 31616 — 6th Avenue SW Federal Way, Washington PN: 0721049097 Doc ID: ESM.Chernikov.AR.L INTRODUCTION This proposed remedial plan is based on the information provided in the Tacoma Smelter Plume Model Remedies Guidance document prepared by the Washington State Department of Ecology (June 2012, Publication 12-09-086-A). Soil sample locations and depths were selected according to the site plan provide by you and based on the prescriptive WDOE arsenic sampling guidelines. This letter summarizes the results of our soil sampling, laboratory results, and our review of the available information for the area. The arsenic contaminant sampling conducted by GeoResources, LLC indicates that the upper 12 inches of topsoil sampled did not have arsenic or lead levels that exceed the Model Toxics Control Act (MTCA) levels. Based on the results of the soil sampling program, the site does not require remediation. The site is located at 31616 — 6th Avenue SW in Federal Way, Washington. A project location map is included as Figure 1. We understand that the project consists of a proposed short plat on a relatively flat parcel. Sampling Analysis Results A total of 16 locations were soil sampled across the site and submitted to Spectra Laboratories for arsenic and lead levels at depths of 0 to 6 inches and 6 to 12 inches below existing grade. Soil sample locations are depicted on Figure 2. Soil sample depths are included in Table 1. All arsenic test results were less than 5ppm and lead test results ranged from less than 4 to 15 ppm. All arsenic and lead samples were reported below the maximum (any one sample) MTCA cleanup levels of 40 ppm for arsenic and 500 ppm for lead, respectively. The laboratory test results for total arsenic and lead content for the surficial and near surface soils are summarized in Table 1. Laboratory documentation sheets are included in Appendix A. Based on these results, remediation measures should not be required. ESM.Chernikov.AR.L October 4, 2016 Page 2 TABLE 1 I ARSENIC & LEAD LABORATORY TEST RESULTS FOR ON -SITE SOILS Sample Identification Total Arsenic and Total Lead Content (mg/Kg Dry)* 0 — 6 inches 6 — 12 inches Arsenic Lead Arsenic Lead 1 <5 5 - - 2 <5 10 - - 3 <5 7 - - 4 <5 7 - - 5 - - <5 14 6 <5 15 - - 7 <5 6 - - 8 <5 11 - - 9 <5 9 - - 10 - - <5 10 11 <5 9 - - 12 <5 9 - - 13 <5 6 - - 14 <5 <4 - - 15 - - <5 <4 16 <5 8 - - 17 - - <5 8 18 <5 6 - - 19 <5 6 - - 20 <5 10 - - r/Kg Dry is equivalent to ppm CA Method A ULU cleanup level for average Arsenic is 20ppm, Lead is 250p m LIMITATIONS We have prepared this report for ESM Consulting Engineers and other members of the design team for use in evaluating a portion of this project. The data used in preparing this report and this report should be provided to prospective contractors. Our report, conclusions and interpretations are based on our shallow subsurface explorations, results of laboratory testing performed by other, and our limited site reconnaissance, and should not be construed as a warranty of the subsurface conditions. Soil sample test results are site specific. Variations in subsurface conditions are possible between the explorations and may also occur with time. The number and location of our samples was determined in accordance with the Tacoma Smelter Plume Model Remedies Guidance document prepared by the Washington State Department of Ecology (June 2012, Publication 12-09-086-A). This letter is submitted as a data report only. The scope of our services does not include services related to environmental remediation and construction safety precautions. Our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. If there are any changes in the loads, grades, locations, configurations or type of facilities to be constructed, the conclusions and recommendations presented in this report may not be fully applicable. If such changes are made, we should be given the opportunity to review our recommendations and provide written modifications or verifications, as appropriate. ESM.Chernikov.AR.L October 4, 2016 Page 3 We have appreciated working for you on this project. Please do not hesitate to call at your earliest convenience if you have any questions or comments. Respectfully submitted, GeoResources, LLC rdan Kovash, GIT eologist in Training Seth Mattos, GIT Bradley P. Biggerstaff, LHG, LEG Geologist in Training Principal JLK:STM:BPBfjlk Doc ID: ESM.Chernikov.AR.L Attachments: Figure 1: Site Vicinity Map Figure 2: Site and Exploration Map Appendix A: Laboratory Sampling Results a 4`�i S7� 3fifith SS { 506th Sr — Adelaide- Siv 307th N _- Park SW 307tn St SW 308th St r E SW308th'Sl ;, M S 30EW 5 3081h St _ v: ,,W 309th 5L -- ukr v h Pail: a *N.4trror s ��• � � � Lal:c `�� 1'D yP SW r _Ate 312thrSt�iurt: SW 312t11 St I� t Q g AkeMirror Make irrorsr: ?-I, St Lakota . S:7 314th PI - Park i £ rrencn w a t N S Lake Park "Ay 310hSt 5%Y 316th PI ii = S 316th P/ 317th PI sV sw y1 - s r^ 3l itn rn S i £ Fishers, = 318th PI - g N.' Pcnd 319[h PI s� Pak `�y j20th St SW 320th P/ 321st StSt - 415 SSW W-0 St 7 k N __ r hi t • 511 825th PI � • . Ilk Approximate Site Location (map created from Pierce County Public GIS) GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Site Location Map Proposed Residential Development 31616 — 6th Avenue SW Federal Way, Washington PN: 0721049097 Doc ID: ESM.Chernikov.F October 2016 Not to Scale Figure 1 R � �'� ,V �ri tiV,� •� t I� I ti sue. - . � - - -. •�K.. • ��'. .. - �T �ii• �� ,Te � �rf 4 Imo' i •�, :1}••�y ''.i47 Approximate Site Location (map created from Pierce County Public GIS) T GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Not to Scale Site Location Map Proposed Residential Development 31616 — 6tn Avenue SW Federal Way, Washington PN: 0721049097 Doc ID: ESM.Chernikov.F I October 2016 1 Figure 2 Appendix A Analytical Laboratory Test Results SPECTRA Laboratories 2221 Ross Way - Tacoma, WA 98421 • (253) 272-4850 • 09/27/2016 Geo Resources, LLC 5007 Pacific Hwy. E Suite 16 Fife, WA 98424 Where experience matters Fax (253) 572-9838 • www.spectra-lab.com Project: Sample Matrix: Date Sampled: Date Received: Spectra Project: Chernikof.6thAveSW Soil 09/22/2016 09/23/2016 2016090729 Client ID Spectra # _ Ante Result Units 1 I Arsenic —Protocol Prep < 5 mg/Kg Dry 1 1 Lead —Protocol Prep 5 mg/Kg Dry 2 2 Arsenic —Protocol Prep < 5 mg/Kg Dry 2 2 Lead —Protocol Prep 10 mg/Kg Dry 3 3 Arsenic —Protocol Prep < 5 mg/Kg Dry 3 3 Lead—Protoco] Prep 7 mg/Kg Dry 4 4 Arsenic —Protocol Prep < 5 mg/Kg Dry 4 4 Lead —Protocol Prep 7 mg/Kg Dry 5 5 Arsenic —Protocol Prep < 5 mg/Kg Dry 5 5 Lead —Protocol Prep 14 mg/Kg Dry 6 6 Arsenic --Protocol Prep < 5 mg/Kg Dry 6 6 Lead —Protocol Prep 15 mg/Kg Dry 7 7 Arsenic —Protocol Prep < 5 mg/Kg Dry 7 7 Lead —Protocol Prep 6 mg/Kg Dry 8 8 Arsenic —Protocol Prep < 5 mg/Kg Dry 8 8 Lead —Protocol Prep 11 mg/Kg Dry 9 9 Arsenic --Protocol Prep < 5 mg/Kg Dry 9 9 Lead Protocol Prep 9 mg/Kg Dry 10 10 Arsenio --Protocol Prep < 5 mg/Kg Dry 10 10 Lead —Protocol Prep 10 mg/Kg Dry 11 11 Arsenic —Protocol Prep < 5 mg/Kg Dry 11 11 Lead Protocol Prep 9 mg/Kg Dry 12 12 Arsenic --Protocol Prep < 5 mgtKg Dry SPECTRA LABORATORIES S s, u6mratory Manager a7i94 Page 1 of 2 Methnd SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C SW846 6010C " f SPECTRA Laboratories ...Where experience matters 2221 Ross Way • Tacoma, WA 98421 • (253) 272-4850 • Fax (253) 572-9838 • www.spectra-lab.com 09/27/2016 Goo Resources, LLC Project: Chernikof.6thAveSW 5007 Pacific Hwy. E Sample Matrix: Soil Suite 16 Date Sampled: 09/22/2016 Fife, WA 98424 Date Received: 09/23/2016 Spectra Project: 2016090729 Client ID Spectra # Analyte Result Units Method 12 12 Lead --Protocol Prep 9 mg/Kg Dry SW846 6010C 13 13 Arsenic —Protocol Prep < 5 mg/Kg Dry SW846 6010C 13 13 Lead —Protocol Prep 6 mgXg Dry SW846 6010C 14 14 Arsenic—Protwol Prep < 5 mg/Kg Dry SW846 6010C 14 14 Lead Protocol Prep < 4 mg/Kg Dry SW846 6010C is 15 Arsenic —Protocol Prep < 5 mg/Kg Dry SW846 6010C 15 15 Lead —Protocol Prep < 4 mg/Kg Dry SW846 6010C 16 16 Arsenic —Protocol Prep < 5 mg/Kg Dry SW846 6010C 16 16 Lead —Protocol Prep 8 mg/Kg Dry SW846 6010C 17 17 Arsenic —Protocol Prep < 5 mg/Kg Dry SW846 6010C 17 17 Lead —Protocol Prep 8 mg/Kg Dry SW846 6010C 18 18 Arsenic —Protocol Prep < 5 mg/Kg Dry SW846 6010C 18 18 Lead —Protocol Prep 6 mg/Kg Dry SW846 6010C 19 19 Arsenic —Protocol Prep < 5 mg/Kg Dry SW846 6010C 19 19 Lead Protocol Prep 6 mg/Kg Dry SW846 6010C 20 20 Arsenic --Protocol Prep < 5 mg/Kg Dry SW846 6010C 20 20 Lead --Protocol Prep 10 mg/Kg Dry SW846 6010C SPECTRA LABORATORIES S e bs, Laboratory Manager 0iscj Page 2 of 2 SPECTRA Laboratories ...Where experience matters 2221 Ross Way • Tacoma, WA 98421 • (253) 272-4850 • Fax (253) 572-9839 • www.spectra-lab.com 9/26/2016 Geo Resources, LLC Units: m9/K9 5007 Pacific Hwy. E. Spectra Project: 2016090729 Suite 16 Applies to Spectra #'s 1-20 Fife, WA 98424 cyst: SCJ QUALITY CONTROL RESULTS ICP Metals SW846 6010C - So1USolid Method Blank Date Digested: 9/26/2016 Date Analyzed: 9/26/2016 Element Blank Result Arsenic < 5 Lead < 4 Laboratory Control Sample (LCS) Date Digested: 9/26/2016 Date Analyzed: 9/26/2016 Spike LCS LCS Element Added Conc. %Rec Arsenic 200.0 219.2 109.6 Lead 200.0 201.6 100.8 LCS Recovery limits 80-120% Date Digested: 9/26/2016 Sample Spiked: 2016090729-1 Element Lead Comment: 1.Og of sample digested Recovery Limits 75-125% RPD Limit 20 SPECTRA LABORATORIES St bbs Laboratory Manager Matrl: Spike/Matrix Spike Duplicate (MS/MSD) Date Analyzed: 9/26/2016 Sample Spike MS MS MSD MSD Conc. Conc. Conc. %Rec Conc %Rec RPD 0.0 200.0 216.1 108.1 220.4 110.2 2.0 8.6 200.0 217.1 104.3 213.3 102.4 1.8 � f 0 � � t 1 n� U o F. c �• U o., Li � Q20 92;¢ N W w ~ �r' �N edlsV X x x x !G is x !C x ii Yk cc _C c jusluoo owelo C) w W NOI1VOI J c C Lu3asf sarlos a D Ex a08 c INIOd HSV'W y DPA u,orearu Ea ._ m Z0. a O` acne xO 1 K l Q � � GlJlp3ds) SlVJ3W �1 Co OD -J (j �' SV JHSW13"dY31 QW E 3 WHOUS) SWJSN ` lO1 ' $ a Wom Siva -MOLL � w o tL z a eodsos�eas c� � � � 2d VNdhNd OlEB m s O MS SZ IZO NVOA It Q% W D SIMA-W HOlHO Ma C VOA PeWOM 7 z X ss (00=0IN3HtWI v Z U Z U w V m m bidO VOWIDS MW p a w se xG i lc+.lA sf� O a ErHdzrvw a O H,tiMNncata CL E LLO z o f!3 $ c ZJ 7 co LU ¢ ` 010H-Hd1MN Sk13NIVJ.NOOdOH312VUIN T w +� y p Q o 0 o d n w 8 } m u °° [a 00 4 0 00 00 ctcl) N LL W o W>_ p O Q OD aS 0C) CD S 0 W ¢ W ¢ Q s E ;..1 �j �+ 1 4) < O O O O O o � .�� V1 o r\ (] � 0 u LU ��m�mCDmtowco r I r T T r a r •- T" — a T m CC�� (1 Q U. 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U coa m a ~ r- N 07 Lry t, i- 0 ..1 O 4k CITY OF 40':t�� Federal Way IE'D o t i 'zm CITY OF FeC)EMj_W`l A Cps MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY D nTWPMWT SMVICBB 33325 a Avenue South Federal Way, WA 98003-6325 253-835-2607; Fax 253-835-2609 www.citroffederalwa .gom s11,7[/ APPLICATION NO(S)L`� _��..... _ �atc Project Name Vladimir Chemikov Shot Plat FrWerty Addre aq,ocatioo 6th AVG SW, Federal Way be4vveen SW 316th Stand SW 317th Pl. 072104-DW7 ParedNttabec(st "get Q tiou Short Plat parcel 07210-9097 Into three single family home sites. Type of Permit Required Anwxalion Binding Site Plan Boundary Line Adjustment Comp PlanlRcZene Land Surface Modification LM line Fliminsk on Preapplication Conference Process I (13rector's Approval) w Process II (Scr pia, Revww) _._.. Process III (Pr*d Approval) Process IV (Haring Examiner's Decvion) Process V (Qum-]udidal Repose) Process VI SEPA wfflrt ject SEPA Only Shouline: Variant-OConditional Use x Short Subdivision �+ Subdivision Variance: Cotnmemal/Residential Required Information RS 9.5 Zoning Designation As 9A Comprehensive Plan Designation Value of Existing Irnpro►emmts Value of Proposed Impro►esunis Idre"tatiewai Buildwg Code (LBC)- 0"opaney Type Construction Type Applicant Name: Vlatimiir Chernikov Address: 31615 - ain Avenue SW CitylStete: Federal Way- WA Zip: 99M Phone: 253.672-7404 Fax: signa : bet Signature: Agent tit dtllemal than ApplkmMI [dame: ESM Consulting Engineers - Attention: KerTi O'Conrm Address: 3340D - t31h Ave South City/State: Federal Way, WA Zip: 98W3 Phone: 253-838.6113 Fax: 253.838-710+4 Email: Kerri.000nnor0®amclvH.can Signature_: Owner i<l_sn=c: Samt� as applicant Address: Cw)4Statr: Zip: Phone: Fax: Emai I : Signature: 1MtUalAt #W3 - JaGary 1, 20l l 1:1Nand0uleAW_.ter lend U_ Applicaton 41k CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8t" Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.ciiyoffederalway.com DECLARATION OF DISTRIBUTION I, ; l i ke, hereby declare, under penalty of perjury of the laws of the State of Washington, that a: Notice of Land Use Application/Action Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed ❑ e-mailed and/or fjposted to or at each of the attached addresses on U4 2016. � Project Name C - ti,1koV / Gu-1c-xI1a.J Lt' i t5 dl 15� S' p�GJ File Numbers) a J 6a 6 q -b0 _ 50 Signature Date K:\CD Administration Files\Declaration of Distdbution.doc/Last printed 5/26/2016 10:29:00 AM Posted Sites: Federal Way City Hall: 33325 8t" Ave South Federal Way Library: 34200 Pt Way South Federal Way 320t" Library: 848 S. 320t" St K:\CD Administration Files\Declaration of Distribution.doc/Last printed 5/26/2016 10:29:00 AM CIT 1�k Federal Way NOTICE OF MASTER LAND USE APPLICATION Project Name: Chem i kov/13 url akov/Li sitsyn Short Plat Project Description: Proposed short subdivision of one existing 2.1-acre single- farnily lot into three single-family lots. The subject property is zoned Single Family (RS9.6). Agent: Kerri O'Connor, ESM Consulting Engineers, 33400 8"' Ave. S., Suite 205, Federal Way, WA 98003 Project Location: 6"' Ave SW, between SW 316"' & SW 317"', Federal Way. Tax Parcel ID #072104-9097 Date of Application: May 27, 2016 Date Determined Complete: July 25, 2016 Date of Notice of Application: July 29, 2016 F L s7 �� 5 31M ST SW 3147H PL < SW 319TH PL Sw 31 UH ST SITE SW 317rH PL — i� -- sw 32M sr Requested Decision and Other Permits Included with this Application: The applicant requests a short subdivision decision (File #16-102595-00-SU) issued by the Director of Community Development pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. The department has determined the application is categorically exempt from threshold determination procedures pursuant to State Environmental Policy Act (SEPA) Rules 197-11-800(6). Environmental Document: Preliminary Technical Information Report Development Regulations to Be Used for Project Mitigation: FWRC Title 16 `Surface Water Management;' Title 18 `Subdivisions;' Title 19 `Zoning and Development Code.' Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the Federal Way Revised Code; 2009 King County Surface Water Design Manual as amended by the City of Federal Way, and Public Works Department Development Standards. Public Comment & Appeals: The official project file is available for public review at the Community Development Department (address below). Any person may submit written comments on the short subdivision application to the Director of Community Development by August 15, 2016. Only persons who submit written documents to the Director, or specifically request a copy of the original decision may appeal the Director's decision. Availability of File and Environmental Document: The official project file and referenced environmental document are available for public review during normal business hours at the Community Development Department, 33325 8"' Avenue South, 2nd Floor, Federal Way, WA 98003. Staff Contact: Dave Van De Weghe, Senior Planner, 253-835-2638, david.vatidewes-zlie@cilyo-ffederalway.com Printed in the Federal Way Mirror July 29, 2016. Doc I D 74258 CITY OF Federal Way July 25, 2016 Kerri O'Connor 33400 81h Ave. S., Suite 205 Federal Way, WA 98003 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor RE: File #16-102595-00-SU; NOTICE OF COMPLETE APPLICATION & TECHNICAL REVIEW COMMENTS ChernikovBurlakov/Lisitsyn Short Plat; 31616 6►h Ave. SW Dear Ms. O'Connor: The Community Development Department is in receipt of your May 27, 2106, application submittal for the Short Subdivision of one existing single-family residential lot into three single-family residential lots. NOTICE OF COMPLETE APPLICATION Please consider this correspondence a formal Letter of Complete Application. Pursuant to Federal Way Revised Code (FWRC) 18.30.050, the application is deemed complete as of July 25, 2016. The complete application determination is based on a review of your submittal relative to those requirements as set forth in FWRC 18.30.030. The submittal requirements are not intended to determine if an application conforms to the City of Federal Way codes; they are used only to determine if all required materials have been submitted. Having met the submittal requirements, a Notice of Application will be posted on site, published in the Federal Way Mirror, posted on the city's official notice boards, and distributed to agencies/individuals per guidelines established by development regulations within 14 days of this letter. TECHNICAL REVIEW COMMENTS The Development Services Division has reviewed the materials submitted for the referenced project. Prior to our preliminary plat approval, the applicant shall address the following technical review comments: PLANNING DIVISION (Dave Van De Weghe, (253) 835-2638, david.vandewe ie@ci .offedei-alwav,com) 1) The site is located within the Tacoma Smelter Plume, containing 40.1 ppm-100.00 ppm of arsenic. For further information, please contact Eva Barber, Technical Assistance Coordinator at the Department of Ecology, Toxics Cleanup Program at (360) 407-7094 or eva.barbe ec .wa.&ov. 2) All residential subdivisions are required to provide open space in the amount of 15 percent of the gross land area of the subdivision site per FWRC 18.55.060(2). All or some of the open space requirement may be satisfied by a fee -in -lieu payment at the discretion of the Parks Director. If open space is provided onsite, it shall be provided in its own tract. As with other tracts, an open space tract cannot count towards the minimum lot area of the lots. Ms. O'Connor July 25, 2016 Page 2 3) The plat will be subject to tree density requirements of FWRC 19.120.130(1); note that 25 tree -units per acre are required for single-family zoned sites. A tree unit is a value assigned to existing trees retained on the property or replacement trees. The larger the tree, the greater value it is assigned. Required tree density can be composed of retained trees and replacement plantings per FWRC 19.120.130. The tree and vegetation plan must clearly show where the tree units are to be located. The formal application must indicate what trees are to be removed. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Kevin Peterson, (253) 835-2734, kevin.peterson@cityoffederalway.com) Short Plat: 1) The surveyor shall seal the lot closure calculations. 2) The SP drawing is plotted on an older version of the City's SP title block. The SP shall be plotted on the most current title block. 3) Add the City File number in the space provided on the SP title block. 4) The detention pond shall be located within a tract, separate from the lots. This will affect the proposed lot sizes. 5) The turnaround portion of the access road/tract may be placed within an easement on Lots 1 and 2, and that area can be included in the lot size calculations. Preliminary Engineering Plan and Technical Information Report (TIR): 1) The interior pond walls shall be of reinforced concrete, per the requirements of the King County Surface Water Design Manual (KCSWDM). 2) Since the pond will be privately owned, the entire pond perimeter may be vertical retaining walls (although an access road is still needed to access the pond bottom and the outlet structure). 3) The TIR (Table 4.2) indicates that the lots will contain approximately 2,500 SF of impervious surface in the developed condition; however, the KCSWDM requires that the developed condition be modelled assuming 4,000 SF per lot. Additionally, this table also includes the pond as impervious area. The City does not require the pond surface to be included in the developed land use condition. The calculations will need to be revised to reflect the above information. 4) The access road requires a minimum of a 32-foot radius (each side) where it connects to the public roadway. PUBLIC WORKS TRAFFIC DIVISION (Erik Preston, PE, 253-835-2744, ei-i k. prestonLo) c ityoffederal way.com ) Show the necessary street frontage improvements on 6th Ave SW frontage for a Type "S" street, consisting of curb and gutter, 4-foot planter strip with street trees, 5-foot sidewalks, and street lights; or make a written request to the Public Works Director to modify, defer, or waive the required street improvements (FWRC 19.135.070). Information about right-of-way modification requests is available through the Public Works Development Services Division. These modification requests have a nominal review fee currently at $160.00. 16-102595 Doc. I,D. 74200 Ms. O'Connor July 25, 2016 Page 3 Please provide the additional requested information and revise the site plan accordingly, and provide 4 copies of -each to the Permit Center using the enclosed resubmittal form. If you have any questions, please feel free to contact me at (253) 835-2734, or via e-mail at david.vaiideweahe ci offederalwa .corn. Sincerely, . rJ Dave Van De Weghe Senior Planner ene; Resubmittal Form 16-102595 Doc. 1D. 74200 CITY OF FEDERAL WAY COMMXJNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: 6/2/16 TO: E.J. Walsh, Development Services Manager Peter Lawrence, Plans Examiner Brian Asbury, Lakehaven Utility District South King Fire & Rescue Rick Perez, City Traffic Engineer FROM: Dave Van De Weghe FOR DRC MTG. ON: DATE 6/9/16 - Internal completeness review FILE NUMBER(s): 16-102595-00-SU RELATED FILE NOS.: None PROJECT NAME: CHEMIKOV/BURLAKOV/LISITSYN SHORT PLAT PROJECT ADDRESS: ZONING DISTRICT: 31616 6TH AVE SW RS 9.6 PROJECT DESCRIPTION: Proposed short plat to subdivide (1) parcel into (3) parcels LAND USE PERMITS: Short Plat PROJECT CONTACT. ESM CONSULTING ENGINEERS LLC KERRIO'CONNOR 334008THAVESSuite205 MATERIALS SUBMITTED: Master Land Use Application Lot Closure Calculations Water and Sewer Availability Preliminary Engineering Plans Short Plat Hazardous Materials Inventory Site Photos Title Report Preliminary TIR I am Nikolay Burlakov and Mike Lisicin authorized the Vladimir Chernikov to submit documents to the City of Federal Way WA. For the Chernikov project. Nikolay lurlakov Mike Lisicin f Ilk r• q. !•► _ 7 r ti _+� - .:r, JIL ri?ram -� �, •.t. � s ,f:i � - ��v=•+fib' ,.�•': -�6••!� '� . ge it 14 .y -.� r,'' • �1' err � `��` _ � �!� !� •� 7� . � ` � �''' _ ter':+ • 91 41 tot- hi'.I~�� �� ; Aj �. -__ � �'� •�1�y�[�.-p��,�..� ' It tot NL ilk Irl ry ��►• - .. .. ��.• .�'+`•` ..fix • � � �:� .#-- _ _, .. ,'► •,� 1 of a' .: � f� 1 �.•. Wt �`v i IL Erg .0 V' u�'l Ln .:- �. k - ri • a C, Im on lab Ch fir I . •-- - . - o _ [�91j� ram- Cl �1 ' I ++ �t � ' mot' • 1 1 1 1-. - R Iz- =�H a• ..` c E I. 4� LL a e • r i 4k CIT Federal Way ',IN °' CDs AL DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 81h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 \N AY WWW.eityofrCder:11way.Com HAZARDOUS MATERIALS INVENTORY STATEMENT CRITICAL AQUIFER RECHARGE AND WELLHEAD PROTECTION AREAS I. WHY SHOULD THIS INVENTORY STATEMENT BE FILLED OUT? Critical Aquifer Recharge (CARAs) and Wellhead Protection Areas (WHPAs) are considered "critical areas" pursuant to Federal Way Revised Code (FWCC), Title 14, "Environmental Policy." This inventory statement must be filled out by the applicant or agent for any proposed activity listed in Section H of this handout, and which are located within Wellhead Capture Zones 1, 5, and 10 as shown on the Critical Aquifer Recharge and Wellhead Protection Areas Maps. Please refer to the handout on Critical Aquifer Recharge and Wellhead Protection Areas for a description of the review process. II. ACTIVITIES GOVERNED BY CARA AND WHPA REGULATIONS The inventory statement must be filled out for the following activities: ■ Construction of any residential structure, including single-family development ■ Construction of any barn or other agricultural structure • Construction of any office, school, commercial, recreational, service, or storage building ■ Construction of a parking lot of any size • Other minor new construction (see WAC 197-11-800[2]) • Additions or modifications to or replacement of any building or facility (does not include tenant improvements) • Demolition of any structure ■ Any landfill or excavation • Installation of underground tanks ■ Any division of land, including short plats ■ Change of use, which involves repair, remodeling, and maintenance activities ■ Dredging ■ Reconstruction/maintenance of groins and similar shoreline protection structures • Replacement of utility cables that must be buried under the surface of the bedlands ■ Repair/rebuilding of major dams, dikes, and reservoirs ■ Installation or construction of any utility, except for on -going operation and maintenance activities of public wells by public water providers • Personal wireless service facilities Project Name Chernikov Short Plat Applicant Vladimir Chernikov Project Location 6th Ave SW between SW 316th St and Tracking No. SW 317th PI. III. TYPES AND QUANTITIES OF HAZARDOUS MATERIALS Please provide the approximate quantity of the types of hazardous materials or deleterious substances that will be stored, handled, treated, used, produced, recycled, or disposed of in connection with the proposed activity. If no hazardous materials will be involved, please proceed to Section IV. MATERIAL LIQUID ( allons) SOLID (pounds) (1) Acid or basic solutions or solids (2) Antifreeze or coolants (3) Bleaches, peroxides, detergents, surfactants, disinfectants, bactericides, algaecides (4) Brake, transmission, hydraulic fluids (5) Brine solutions (6) Corrosion or rust prevention solutions (7) Cutting fluids (8) Deicing materials (9) Dry cleaning or cleaning solvents (10) Electroplating or metal finishing solutions (11) Engraving or etching solutions (12) Explosives (13) Fertilizers (14) Food or animal processing wastes (15) Formaldehyde (16) Fuels, additives, oils, greases (17) Glues, adhesives, or resins (18) Inks, printing, or photocopying chemicals (19) Laboratory chemicals, reagents or standards (20) Medical, hospital, pharmaceutical, dental, or veterinary fluids or wastes (21) Metals (hazardous e.g. arsenic, copper, chromium, lead, mercu , silver, etc.) (22) Paints, pigments, dyes, stains, varnish, sealers. (23) Pesticides, herbicides or poisons (24) Plastic resins, plasticizers, or catalysts (25) Photo development chemicals (26) Radioactive sources (27) Refrigerants, cooling water (contact) (28) Sludges, still bottoms (29) Solvents, thinners, paint removers or strippers (30) Tanning (leather) chemicals (3 1) Transformer, capacitor oils/fluids, PCB's (32) Waste oil (33) Wood preservatives (34) List OTHER hazardous materials or deleterious substances on a separate sheet. Bulletin #056 — January 1, 2011 Page 2 of 3 k:\Handouts\Hazardous Materials Inventory Statement i Project Name Chernikov Short Plat Project Location 6th Ave SW between SW 316th St and SW 317th PI. IV. FURTHER INFORMATION Applicant Vladimir Chernikov Tracking No. Provide the approximate quantity of fill and source of fill to be imported to the site. A roximate uanti of Imported Fill I Source of Fill TBD at later date TBD at later date Check box #1 if you do not plan to store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous material or deleterious substance listed in Section Ill. Check box(s) #2 through #5 (and fill in appropriate blanks) of the below table if they apply to your facility or activity. #1 X I The proposed development will not store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous materials or deleterious substances listed above. #2 [ ] Above ground storage tanks, having a capacity of gallons will be installed. #3 [ ] Construction vehicles will be refueled on site. Storage within wholesale and retail facilities of hazardous materials, or other deleterious 44 [ ] substances, will be for sale in original containers with a capacity of _ gallons liquid or _pounds solid. The presence of chemical substances on this parcel is/will be for "temporary" non -routine #5 [ ] maintenance or repair of the facility (such as paints and paint thinners) and are in individual containers with a capacity of _ gallons liquid or pounds solid. Check any of the following items that currently exist or are proposed in connection with the development of the site. #1 [ ] Stormwater infiltration system (e.g., french drain, dry well, stormwater swale, etc.) #2 [ ] Hydraulic lifts or elevator, chemical systems, or other machinery that uses hazardous materials #3 [ ] Cathodic protection wells #4 [ ] Water wells, monitoring wells, resource protection wells, piezometers #5 [ ] Leak detection devices, training for employees for use of hazardous materials, self-contained machine , etc. SIGNATURE /\A ah Print Name Date If you have any questions about filling out this application form, please call the Department of Community Development Services at 253-835-2607. Please be advised that an application for a development permit lacking the required information will not be accepted. Bulletin #056 — January 1, 2011 Page 3 of 3 k:lHandoutslHazardous Materials Inventory Statement Subdivision Guarantee Guarantee No.: Order No.: 690074RT Updated SIBAU*AbN GUARANTEE MAY 21 Z016 CITY OF FEDERAL WAY CDS Issued by ew, fto rj_. title guaranty company Fee: $300.00 Effective Date: May 16, 2016 Stewart Title Guaranty Company (the "Company"), guarantees the County of King and any City within which said subdivision is located in a sum not exceeding $1,000.00 that, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the subdivision, the only parties having any record title interest in said land whose signatures are necessary, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map as referred to in the guarantee. Signed under seal for the Company, but this Guarantee is to be valid only when it bears an authorized countersignature. Countersigned by: Rainier Title, LLC Company Everett, WA City, State Guarantee Serial No.: F_ Senior Chairman of t e Board title guaranty company "w�'Kte Chairman =heoard }j LpA!0,�,� f �;r; 190H o President SUBDIVISION GUARANTEE SCHEDULE A Order Number: 690074RT Effective Date: May 16, 2016 at 8:00 A.M. Premium: $300.00 Tax: $28.50 Total: $328.50 OWNERS: Prepared by: Rainier Title, LLC Guarantee No.: Vladimir Chernikov, Mikhail Lisitsyn and Nikolay Burlakov, each as a separate estate, in undivided interest Error! Bookmark not defined. LEGAL DESCRIPTION: See Attached Exhibit A SUBJECT TO Delinquent general taxes and charges: Year: 2015 Amount billed: $1,859.06 Amount paid: $929.53 Amount unpaid: $929.53, plus interest and penalties Tax Account No.: 072104-9097-09 Levy code: 1205 Assessed value of land: $124,000.00 Assessed value of improvements: $0.00 2. General taxes and charges: 1st half delinquent May 1, if not paid; 2nd half delinquent November 1, if not paid. Year: 2016 Amount billed: $1,904.58 Amount paid: $952.29 Amount unpaid: $952.29 Tax Account No.: 072104-9097-09 Levy code: 1205 Assessed value of land: $124,000.00 Assessed value of improvements: $0.00 3. Notice of tap or connection charges which have been or will be due in connection with development or re -development of the land as disclosed by recorded instrument. Inquiries regarding the specific amount of the charges should be made to the city/county/agency. City/County/Agency: King County District No. 124 Recorded: June 1, 1981 Recording No.: 8106010916 SUBDIVISION GUARANTEE 4. The legal description in this commitment is based upon information provided with the application for title insurance and the public records as defined in the policy to issue. The parties to the forthcoming transaction must notify the title insurance company, prior to closing, if the description does not conform to their expectations. 5. We find no pertinent matters of record against the name(s) of the vested owners. 6. The following conveyances were recorded within the last 36 months: Tax Deed recorded under Recording No. 20150212000186; Statutory Warranty Deed recorded under Recording No. 20160611001187; Quit Claim Deed recorded under Recording No. 20150611001188; Quit Claim Deed recorded under Recording No. 20150611001189; 7. All covenants, conditions, restrictions, reservations, easements or other servitudes, if any, but omitting restrictions, if any, based upon race, color, creed or national origin, disclosed by the short plat recorded under Recording No. 7510230610. 8. Notice of Contamination: Recorded: December 12, 2013 Recording No.: 20131212000921 Regarding: Property is contaminated with toxic materials This Guarantee 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 any 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 matters shown, or opinion as to the marketability of title to the land. Order No.: 690074RT SUBDIVISION GUARANTEE EXHIBIT A Guarantee No.� Lot 3, King County Short Plat No. 675058, according to the Plat thereof recorded under Recording No. 7510230610, records of King County, Washington. Situate in the County of King, State of Washington. End of Schedule A SUBDIVISION GUARANTEE STG Privacy Notice 2 (Rev 01/26/09) Independent Agencies and Unaffiliated Escrow Agents WHAT DO/DOES THE RAINIER TITLE LLC AND STEWART TITLE GUARANTY COMPANY DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and applicable state law regulations also require us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand how we use your personal information. This privacy notice is distributed on behalf of Rainier Title LLC and Stewart title Guaranty Company and its affiliates (the Stewart Title Companies), pursuant to Title V of the Gramm -Leach -Bliley Act (GLBA). The types of personal information we collect and share depend on the product or service that you have sought through us. This information can include social security numbers and driver's license number. All financial companies, such as Rainier Title LLC and Stewart Title Guaranty Company, need to share customers' personal information to run their everyday business —to process transactions and maintain customer accounts. In the section below, we list the reasons that we can share customers' personal information; the reasons that we choose to share; and whether you can limit this sharing. easons we cans are Your personal informatidrl o we share can you limit this sharing? For our everyday business purposes— to process your transactions and maintain your account. This may include running the business and managing customer accounts, such as processing Yes No transactions, mailing, and auditing services, and responding to court orders and legal investigations. For our marketing purposes— to offer our products and services Yes No to you. For joint marketing with other financial companies No We don't share For our affiliates' everyday business purposes— information about your transactions and experiences. Affiliates are companies Yes No related by common ownership or control. They can be financial and nonfinancial companies. For our affiliates' everyday business purposes— information No We don't share about your creditworthiness. For our affiliates to market to you Yes No For nonaffiliates to market to you. Nonaffiliates are companies not related by common ownership or control. They can be financial No We don't share and nonfinancial companies. SUBDIVISION GUARANTEE We may disclose your personal information to our affiliates or to nonaffiliates as permitted by law. If you request a transaction with a nonaffiliate, such as a third parry insurance company, we will disclose your personal information to that nonaffiliate. We do not control their subsequent use of information, and suggest you refer to their privacy notices. Sharing practices How often do/does Rainier We must notify you about our sharing practices when you Title LLC and Stewart Title request a transaction. Guaranty Company notify me about their practices? How do/does Rainier Title LLC To protect your personal information from unauthorized and Stewart Title Guaranty access and use, we use security measures that comply Company protect my personal with federal and state law. These measures include information? computer, file, and building safeguards. How do/does Rainier Title LLC and Stewart Title Guaranty Company collect my personal information? What sharing can I limit? Contact Us We collect your personal information, for example, when you request insurance -related services • provide such information to us We also collect your personal information from others, such as the real estate agent or lender involved in your transaction, credit reporting agencies, affiliates or other companies. Although federal and state law give you the right to limit sharing (e.g., opt out) in certain instances, we do not share vour personal information in those instances. If you have any questions about this privacy notice, please contact us at: 2722 Colby Avenue Suite 125; Everett, WA 98201, or call 888 828.0018 100% Locally Owned and Operated Order No. 690074RT This sketch ioprovided without charge, for your information. Itionot intended toshow all matters related tothe property induding, but not limited to: area, dinmenokznn, eaoemonto, encroachments or location of boundaries. It is not a part of, nor does it modify, the commitment/policy to which it is attached. The Company assumes NO LIABILITY for any matter na|abmd to this sketch. Reference should be made to on ouourotm survey for further information. 20131212000921.001 201312120009 1 KING COUNTY, WA Please print or type information WASHINGTON STATE RECORDER'S Cover Sheet RM65.04) Document Title(s) ti�o[ns contained therein): (all areas applicable to your document must be filled in) 3. 4. Reference Number(s) of Documents assigned or released: Additional reference Ws on page of document Grantor(s) Exactly e(s) ppear on document 1. 4 aFn 2. Additional names on page of document. Grantee(} Exactly as name(s) appear on document 1. e r D 2. Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range) Additional legal is on page of document. Assessor's Propty Tax Parcel/Account Number ❑ Assessor Tax # not yet assigned in 0 The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the accuraSX or completeness of the indexing information provided herein. 41 am signing below and paying an additional $50 recording fee (as provided in RCW 36.18.010 and referred to as an emergency nonstandard document) because this document does not meet margin and formatting requirements. Furthermore,) hereby understand that the recording process may cover up or otherwise obscure some part of the text of the original document as a result of this request." Signature of Requesting Party Note to submitter: Do not sign above nor psy additional W fee if the document meets margin/formatting requirements 20131212000921.002 TO ANY AND ALL IT MAY CONCERN I, Charles R. Garner, owner of record of the property located at 31616 6's Ave. SW, in the City of Federal Way, Washington; King County Property Tax Number 0721049097, and having owned such property since 1976, so swear that to the best of my knowledge that the said property is contaminated with toxic materials, and should be considered as a toxic waste site property. Further the site lies over the aquifers that supply the domestic water supply for Lakehaven Utility District and their customers. The site lies within the Combined Capture Zones for Mirror Lake Well 23 Intermediate Aquifer System Layer4 as determined by Lakehaven Utility District and the City of Federal Way Revised Code. It is such depicted on their maps as being within a one year; five years; and ten year Aquifer Recharge Area. It should be here noticed that this is a requirement, but does not exempt the property site which has been designated as a "High Risk Parcel" on the maps, from times after the ten year Aquifer Recharge Area time. The property site also Iies within the Well Head Protection area as designated by US Code, U.S. EPA regulations, Washington State EPA regulations, Lakehaven Utility District's designation, and the City of Federal Way Revised Code. The toxic contaminates include, but are not limited or restricted to: • Asbestos • Lead • Arsenic • Herbicides The occurrence of these contaminates are a direct result of the actions taken by the City of Federal Way in the demolition of a structure on this site, and its failure to comply with any actions to comply with the Rules and Regulations designed to protect against this contamination. I submit this documentation to that effect herewith. 20131212000921.003 FROM THE PUGET SOUND CLEAN AIR AGENCY REGULATION III ARTICLE 4 ASBESTOS CON TROL STANDARDS: Pages 4-1 through 4-5 Notes: Special attention to Section 4.01 Asbestos Definitions at: (a) last sentence which reads in part "...whose certification is current. (n) at line three which reads in part "...used by one family who owns the property as their domicile. (p) definition of suspect asbestos -containing material Special attention to Section 4.02 at: (b) Requirements for Demolition: It shall be unlawful for any person to cause or allow any demolition unless the property owner or the owner's agent obtains an asbestos survey by a AHERA building inspector of the structure to be demolished. Special attention to Section 4.03 Asbestos Notification Requirements at: (a)(6) and (b) (2) DECLARATION OF MR. PETER B. BECKWITH City Attorney for the City of Federal Way WSBA # As stated in the preamble and in Exhibit 3, 5 and 6, the City of Federal Way caused to have done an asbestos survey in direct violation of the Puget Sound Clean Air Agency, and other Agencies all the way to Federal Statues. In Exhibit 6 contains the Certification Certificate which is outdated by approximate five months, and signed as valid by two other supervisors where he worked. The requirements for carrying his credentials at all times while on the site, and posting a copy of the entire Asbestos Survey were never met. It should be so noted that the lack of 2 201312120009.21.004 certification nullified the survey. At all times the survey with the outdated certification was available to the City of Federal Way, which proceeded to ignore and issued a contract to have the building demolished as noted in Exhibit 2. Please note in the first paragraph the City of Federal Way denotes itself as "City" or "Owner". The City of Federal Way has never been the owner of the property, The City of Federal Way proceeded to notify the Puget Sound Clean Air Agency of the impending demolition by providing a fake address for the demolition. In fact the City of Federal Way never notified the Puget Sound Clean Air Agency of a correct address and as noted in the Declaration it was still trying to get it right six months after the demolition. PERSONAL INFORMATION OF CHARLES R. GARNER I was a general contractor DBA The Garner Group, and had knowledge of where the asbestos was in the building. It was contained and met the standards set for its installation. As long as it was undisturbed, it remained safe per the regulation. That area was not shown on the diagram of sample sites done by the Now Environmental Services, Inc.,and during the demolition it was no doubted disturbed and crushed. The survey did suggest that it was not responsible for sites not inspected and it was the responsibility of the City of Federal Way to have a Certified Asbestos Surveyor r on site to inspect those sites during demolition. There have been no signs that another inspector was on site ever. The demolition debris that was hauled may have been hauled to a non -asbestos certified location. The building itself was painted with lead based paint originally, and was coated with a layer of non -lead based paint to encapsulate it. During the demolition without any thought as to the effects of the lead based paint particles entering into the drinking water. It was demolished. The water piping leading to and in the interior of the building was very old as the home was built in the 1940's, are a known source of arsenic. The herbicides accrue from the City of Federal Way poisoning Fisher's Pond, now known as Fisher's Lake for water lily control. The water at times flows across the site into Mirror Lake. Both lakes are directly above and are major suppliers of the aquifers providing domestic water to Lakehaven Utility District. 3 20131212000921.005 I attest that these are true and correct statements. A buyer of this property assumes the liability of clean up, of not only the site, but of the entire aquifer system and the health care of those so affected by contact with the toxic contaminates. Therefore this filing should remain on file until removed by competent authority. 12 Dec. 2013 4 'A // jz/- A Charles R- Garner 29811 Marine View Dr. SW Federal Way, WA 98023-3422 253 941 2511 encoreint@msn.com 2013121200092M.006 ARTICLE 4: ASBESTOS CONTROL STANDARDS SECTION 4.01 ASBESTOS DEFMTIONS ndwwowsm (sit) Rc%iscd 02/12198 (8631 07/13/00 (9191 09126M (9781 02 2710319971, OY26M (l14s) (a) AHERA_ ..BUELDING INSPECTOR means a person who has successfully completed the training requirements for a building inspector established by EPA Asbestos Model Accreditation Plan; Interim Final Rule (40 CFR Part 763, Appendix C) and whose certification is current. - (b) ASBESTOS means the asbestiform varieties of actinolite, amosite (cummingtonite-gnunerite), tremolite, chrysotile (serpentinite), crocidolite (riebeckite), or andwphyllite. (c) ASBESTOS -CONTAINING MATERIAL means any material containing more than one percent (1%) asbestos as determined using the method specified in EPA regulations Appendix E, Subpart E, 40 CFR Part 763, Section 1, Polarized Light Microscopy. (d) ASBESTOS -CONTAINING WASTE MATERIAL means any waste that contains or is contaminated with friable asbestos -containing material. Asbestos - containing waste material includes asbestos waste from control equipment, materials used to enclose the work area during an asbestos project, asbestos - containing material collected for disposal, asbestos -contaminated waste, debris, containers, bags, protective clothing, or HEPA filters. Asbestos -containing waste material does not include samples of asbestos -containing material taken for testing or enforcement purposes. (e) ASBESTOS PROJECT means any activity involving the abatement, renovation, demolition, removal, salvage, clean up, or disposal of friable, asbestos -containing material. It includes the removal and disposal of stored, friable, asbestos -containing material or asbestos -containing waste material. It does not include the application of duct tape, rewettable glass cloth, canvas, cement, paint, or other non -asbestos materials to seal or fill exposed areas where asbestos fibers may be released. (f) ASBESTOS SURVEY means a written :report describing an inspection using the procedures contained in EPA regulations (40 CFR 763.86), or an alternate method that has received prior written approval from the Control Officer, to determine whether materials or structures to be worked or), renovated, removed, or demolished (including materials on the outside of structures) contain asbestos. (g) ASPHALT SHINGLES rneans asphalt roofing in shingle form, composed of glass felt or felts impregnated and coated on both sides with asphalt, and surfaced on the weather side with mineral granules. Some asphalt shingle styles are commonly referred to as three -tab shingles. (h) COMPONENT means any equipment, pipe, structural member, or other item covered or coated with, or manufactured from, asbestos -containing material. 05/09 4-1 Regulation III 20131212000921.007 (i) DEMOLITION means wrecking, razing, leveling, dismantling, or burning of a structure, making the structure permanently uninhabitable or unusable. (j) FRIABLE, ASBESTOS -CONTAINING MATERIAL means asbestos - containing material that, when dry, can be crumbled, pulverized, or reduced to powder by hand pressure or by the forces expected to act upon the material in the course of demolition, renovation, or disposal. Such materials include, but are not limited to, thermal system insulation, surfacing material, and cement asbestos products. (k) LEAK TIGHT CONTAINER means a dust -tight and liquid -tight container, at least 6-miI thick, that encloses asbestos -containing waste material and prevents solids or liquids from escaping or spilling out. Such containers may include sealed plastic bags, metal or fiber drums, and sealed polyethylene plastic. (1) NONFRIABLE, ASBESTOS -CONTAINING MATERIAL means asbestos - containing material that, when dry, cannot be crumbled, pulverized, or reduced to powder by hand pressure or by the forces expected to act on the material in the course of demolition, renovation, or disposal. (m) RENOVATION means altering a facility or a component in any way, except demolition (n) SINGLE-FAMILY RESIDENCE means any non -multiple unit building containing space for uses such as living, sleeping, preparation of food, and eating that is used by one family who owns the property as their domicile. This term includes houses, mobile homes, trailers, detached garages, houseboats, and houses with a "mother-in-law apartment" or "guest room". This term does not include rental property or multiple -family units, nor does this term include any mixed -use building, structure, or installation that contains a residential unit. (o) SURFACING MATERIAL means material that is sprayed -on, troweled -on, or otherwise applied to surfaces including, but not limited to, acoustical plaster on ceilings, paints, fireproofing materials on structural members, or other materials on surfaces for decorative purposes. (p) SUSPECT ASBESTOS -CONTAINING MATERIAL means material that has historically contained asbestos including, but not limited to, surfacing material, thermal system insulation, roofing material (excluding asphalt shingles), fire harriers, gaskets, flooring, material, and cement siding. (q) THERMAL SYSTEM INSULATION means material applied to pipes, fittings, boilers, tanks, ducts, or other structural components to prevent heat Ioss or gain. SECTION 4.02 ASBESTOS SURVEY REQUIREMENTS aaopea O&OV95 (818) (a) Requirements for Renovations It shall be unlawful for any person to cause or allow a renovation unless the property owner or the owner's agent determines whether there are suspect 05/09 4-2 Regulation 111 2013121200092-1.008 asbestos -containing materials in the work area and obtains an asbestos survey of any suspect asbestos -containing materials by an AHERA building inspector. An AHERA building inspector is not required for asbestos surveys associated with the renovation of an owner -occupied, single-family residence. (1) if there are no suspect materials in the work area, this determination shall either be posted at the work site or communicated in writing to all contractors involved in the renovation. (2) It is not required that an AHERA building inspector evaluate any material presumed to be asbestos -containing material. (3) Except for renovations of an owner -occupied, single-family residence, only an AH ERA building inspector may determine that a suspect material does not contain asbestos. (4) A summary of the results of the asbestos survey shall either be posted by the property owner or the owner's agent at the work site or communicated in writing to all persons who may come into contact with the material. (b) Requirements for Demolitions It shall be unlawful for any person to cause or allow any demolition unless the property owner or the owner's agent obtains an asbestos survey by an AHERA building inspector of the structure to be demolished. (1) It is not required that an AHERA building inspector evaluate any material presumed to be asbestos -containing material. (2) Only an AHERA building inspector may determine that a suspect material does not contain asbestos. (3) A summary of the results of the asbestos survey shall either be posted by the property owner or the owner's agent at the work site or communicated in writing to all persons who may come into contact with the material. SECTION 4.03 ASBESTOS NOTIFICATION REQUIREMENTS Adaptal OGn38r9S {81aj 12Crmcd 091t07113=(918X W23/02(971k 05/22/03 (996X 12)16104 (1037J 06,22106 (1069), 03aV07 (10901 05/)I102 (I120� 03r25l09 (1149) (a) General Requirements It shall be unlawful for any person to cause or allow any work on an asbestos project or demolition unless a complete notification, including the appropriate nonrefundable fee and any additional information requested by the Control Officer, has been submitted to the Agency in accordance with the waiting period and fee requirements in Section 4.03(d) of this regulation. Except for the annual notification requirements in Section 4.03(a)(7) of this regulation, the notification must be submitted on a raved forms throw the Agency website. (1) The duration of an asbestos project shall be commensurate with the amount of work involved 05/09 4-3 Regulation TII 20131212000921.009 (2) Notification is not required for asbestos projects involving less than 10 linear feet of friable, asbestos -containing material on pipes and/or 48 square feet of friable, asbestos -containing material on other components (per structure, building, or vessel, per calendar year). (3) Notification is not required for removal and disposal of nonfriable, asbestos -containing material. (4) Notification is required for all demolitions involving structures with a projected roof area greater than 120 square feet, even if no asbestos - containing material is present. (5) All demolitions require a I D-day waiting period unless waived under Section 4.03(c)(1) of this regulation. (6) A printout of the notification, all amendments to the notification, and the asbestos survey shall be available for inspection at all times at the asbestos project or demolition site. (7) Annual Notification A property owner may file one annual notification for asbestos projects to be conducted on one or more structures, vessels, or buildings during each calendar year if all of the following conditions are met: (A) The annual notification shall be Bled with the Agency before commencing work on any asbestos project included in an annual notification; (B) The total amount of asbestos -containing material for all asbestos projects from each structure, vessel, or building in a calendar year under this section is less than 260 linear feet on pipes and/or less than 160 square feet on other components; and (C) The property owner submits quarterly written reports to the Control Officer on Agency -approved forms within 15 days after the end of each calendar quarter, (b) Amendments (1) An amendment shall be submitted to the Control Officer in a notification through the Agency website for the following changes and shall be accompanied by the appropriate nonrefundable fee as set forth in Section 4.03(d) of this regulation: (A) Changes between asbestos and demolition_ project es; (S) Increases in the job size categM that increase the fee; (C) Changes in the start date; or (D) Changes in the completion date. 05/09 4A Regulation III 20131212000921.010 (c) Emergencies (1) The waiting period may be waived if an asbestos project or demolition must be conducted immediately because of any of the following. (A) There was a sudden, unexpected event that resulted in a public health or safety hazard; (B) The project must proceed immediately to protect equipment, ensure continuous vital utilities, or minimize property damage; (C) Asbestos -containing materials were encountered that were not identified during the asbestos survey; or (D) The project must proceed to avoid imposing an unreasonable burden. (2) The waiting period and fees may be waived for disposal of abandoned, (without the knowledge or consent of the property owner) friable, asbestos - containing material by written approval of the Control Officer. (d) Waiting Period and Fees Project Waiting Asbestos Demolition Period Fee Fee Sin a-Famil Residence: • Asbestos Project prior written $30 notification • Demolition (with or without asbestos project) 10 days $p $75 Other than Sin e-Farnil Residence: • less than 10 linear ft and/ortPnnofification days $0 $75 • less than 48 square ft molition written $75 • 10 - 259 linear ft and/or 48 -159 square ft bestos days olition $75 • 260 - 999 linear ft and/or 160 - 4,999 square ft l0 days $25n $75 • 1,000+ Iinear ft and/or 5,000+ square ft 10 days $750 $100 Emergency — 4.03(c)* prior written notification applicable fees + $50 Amendment — 4.03(b) prior written applicable fees + $25 notification Annual Notice of Intent — 4.03(a)(7) prior written $1 000 notification ' 7 *Single-family residences are exempt from the emergency fee. 05/09 4-5 Regulation M 20131212000921.011 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 l8 I9 20 21 22 23 24 25 26 27 11 FILED 11 MAY 10 AM 10:23 KING COUNTY SUPERIOR COURT CLER! maw- *0!g IN THE SUPERIOR COURT OF THE STATE OF WASHINGTON IN AND FOR THE COUNTY OF KING CHARLES ROBERT GARNER, Plaintiff, V. ROFFMAN CONSTRUCTION, INC., i Defendant. No. 11-2-035014 KNT DECI ARATiON OF PETER B. BECKWITH Peter B. Beckwith declares as follows: I. I am an assistant city attorney for the City of Federal Way and have represented the City in litigation involving plaintiff Charles Garner relating to his property at 31616 66 Avenue SW in Federal Way. 1 make this declaration on personal knowledge and my review of city files. 2. Attached to this declaration as Exhibit I is a true and correct copy of the Request for Quotes document issued by the City for the demolition of the residence on the property which had previously been ordered demolished by a city improvement officer, and which order had been upheld in proceedings at the Appeals Commission and Superior Court. 3. Attached as Exhibit 2 is a true and correct copy of the small public works contract (without exhibits to the contract) entered between the City and Hoffman Construction for the demolition. DECL OF PETER BECKWITH - 1 XnVCft1?*=p0a 1WW a AW MUTM, NUCKM & NIMORMAM IW—PS. MUMM � en �oorsrn,wenae � r�� WATER UVA&MOUNGhpaM 20131212000921.012 l 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 HON. MONICA BENTON IN THE SUPERIOR COURT OF THE STATE OF WASHINGTON IN AND FOR THE COUNTY OF KING CHARLES ROBERT GARNER, No. 11-2-03501-8 KNT Plaintiff, DECLARATION OF PETER B. BECKWITH V. HOFFMAN CONSTRUCTION, INC., Defendant. Peter B. Beckwith declares as follows: 1. I am an assistant city attorney for the City of Federal Way and have represented the City in litigation involving plaintiff Charles Gamer relating to his property at 31616 6 h Avenue SW in Federal Way. I make this declaration on personal knowledge and my review of city files. 2. Attached to this declaration as Exhibit l is a true and correct copy of the Request for Quotes document issued by the City for the demolition of the residence on the property which had previously been ordered demolished by a city improvement officer, and which order had been upheld in proceedings at the Appeals Commission and Superior Court. 3. Attached as Exhibit 2 is a true and correct copy of the small public works contract (without exhibits to the contract) entered between the City and Hoffman Construction for the demolition. DECL. OF PETER BECKWITH - f HWM 11020P- M-ova 9KkWftAftC KEATMC. Buciam & mCCORMAC)c INC. F.S. AI104QriAT 1 A% aoorrrnxvev�,e suer iw� ii,tn tE. WR51,1pipr R+ai ate abNE• pCeatfi.w/. +rust potltiaKaa 20131212000921.013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 4. Attached as Exhibit 3 is a true and correct copy of the report from NOW Environmental Services, Inc., for the November 30, 2009, inspection of 31616 6te Avenue SW. S. Attached as Exhibit 4 is a true and correct copies of (A) an Asbestos Notice of Violation directed to plaintiff Garner, and (B) a subsequent written warning to the City about the failure to notify the agency about the demolition. 6. Attached as Exhibit 5 is a true and correct copy of a letter written by former code enforcement office Cynthia Kiersey explaining that the City had obtained the necessary asbestos report and notified Puget Sound Clear Air Agency online, but that she had mistakenly entered an incorrect address. 7. Attached as Exhibit 6 is a true and correct copy of the AHERN certificate for inspector Joseph Hade which accompanied the NOW Environmental report on the Garner property. 8. Attached as Exhibit 7 is a true and correct copy of correspondence in, the City's code enforcement file addressed to Mr. Garner from the Puget Sound Clean Air Agency. I HEREBY DECLARE UNDER PENALTY OF PERJURY UNDER THE LAWS I OF THE STATE OF WASHINGTON THAT TO THE BEST OF MY KNOWLEDGE I AND BELIEF THE FOREGOING 1S TRUE AND CORRECT. SIGNED at Federal Way, Washington, this __q_ day of May, 2011. DECL. OF PETER BECKWITH - 2 H MC1A I iSc 1,r45a11T-0�CI bCA%%A 00t Peter B. Beckwith KFATINc. BUcKuN & McConucv, INC.. P.S. ATRINnS Al 1 A►. SM'i1}S AVEWp F— Y.ATE 414 UATTU YeA—W hO TN+[S. IM.3176 F"Ohe I7wRW-w1 PAX OU 7nimn 20131212000921.014 EXHIBIT 1 20131212000921.015 OF 4A federal Way MY OF FEDERAL WAY REQUEST FORQUOTES I. PURPOSE OF REQUEST The City of Federal Way ("City") is requesting quotes for the purpose of the complete demlition and removal of the Garner unfinished residence located st 31616 61, Ave SW, within the City of Federal Way.:nx City's needs are outlined in the following Request for Quotes ("RFQ'). H. TIME SCHEDULE The City will follow the proceeding timetable, which should result in a selection of a contractor by November 20, 2009. Issue RFQ 12-3-09 Deadline for Quotes 12-8-09 at 3:00 pm Notify Contractor Chosen 12-8-09 Demolition start date 12-14-09 M. INSTRUCTIONS TO PROPOSERS A. All quotes or questions shall be sent to: Code Enforcement Officer Cindy Keirsey Federal Way Department Community Development Services City of Federal Way 33325 8th Avenue South PO Box 9718 Federal Way, WA 98063-9718 (253) 833-2631 desk — (253) 835-2609 fax Cynthia.keirsey@cityoffederalway.com B. Quotes should be prepared simply and economically, providing a straight forward, concise description of provider capabilities to satisfy the requirements of the request. Use of both sides of paper sheets for any submittals to the City is desirable whenever practicable. 20131212000921.016 1 C. Code Enforcement Officer Cindy Keirsey will notify the contractor selected by December 8, 20M. D. All quotes must include the following information: Specific experience of individuals relative to the proposed project. A proposed outline of tasks, products, and project schedule, including the number of hours/days required to complete each task or product. References. IV. SELECTION CRITERIA Factor Weight Given a. Responsiveness of the written proposal 25% to the purpose and scope of service. b. Price. 500/0 c_ Ability and history of successfully 25% completing contracts of this type, meeting projected deadlines and experience in similar work.' Total Criteria Weight 100•% Each quote will be independently evaluated on factors 1 through 3. V. TERMS AND Common A The City reserves the right to reject any and all quotes, and to waive minor irregularities in any quote. B. The City reserves the right to request clarification of information submitted, and to request additional infornation from the contractor. C. The City reserves the right to award the contract to the next most qualified contractor, if the successful contractor does not execute a contract within 30 days after the award ,of the quote. D. All bidders must be on the Federal Way Small Works Roster (application can be faxed if needed). e. 20131212000921.017 VI. TO PROVIDE THE FOLLOWING This bid includes the following: • No asbestos found per Asbestos Survey already completed. • Provide street cleaning when necessary. • Provide required erosion control as set forth by SWM. • _ Conduct utilities locator request. • Complete demolition and removal of structure, including concrete foundation removal & final grading and seeding of the site. Exclusions from this bid: • Cost of asbestos survey. Asbestos report already completed. • : Any surveying, permits, inspection, or other fees that might be needed. • Any sales or use tax. Note: At This time, the site can not be entered, although the structure may be viewed from the street. Photos of interior and exterior•am available upon request. The city will make arrangements for entry at the time of the demo. The site will have ample access for all equipment, trucks, and senti trailers to perform the demolition and hauling of building debris. VII. COMPENSATION Payment by the City for the services will only be made after the services have been performed and an itemized billing statement is submitted in the form specified by the City and.approved by the appropriate City representative; which shall specifically set forth the services performed, the name of the perso_ n performing such services, and the hourly labor charge rate for such person. Payment shall be made on a monthly basis, 30 days after receipt of such billing statement. VIII. PREVAILING WAGES Wages of Employees. This RFQ is subject to the minimum wage requirements of Chapter 39.12 RCW (as amended or supplemented). On Federal -aid projects, Federal wage laws and rules also apply. 20131212000921.018 EXHIBIT 2 20131212000921.019 SMALL PUBLIC WORKS CONTRACT FOR GARNER RESIDENCE DEMOLITION 'Phis small public worm contract ("Contract') is dated effective this 11 • day of December 2W9 and is made by and between the City of Federal Way, a Washington mxmicipal corporation ("City„ of —Owner', and Hoffman Construction Inc, a Washington Corporation ("Co itractor"). A. The City desires to retain an independent contractor to ftartish all labor and materials necessary to perform the Garner Residence Deimlition work at 31616 a Avenue SW, Federal Way, Washington ("Property'); and B. The Contractor has the requisite skill and necessary experience to perfaam sW1 work. NOW, THEREFORE, the Parties ("Parties'j agree to the following terms and conditions: 1. SE,P,�nCES BY CONTRA&CTOR 1. i Dssmrotion of Work Contractor shall perform all work and fumisb all tools, materials, supplies, egL4n=t; labor and other items incidental thereto necessary for the completian of the work, more particularly described as the Garner Residence Demolitioo project, in Exhibit "A" attached hereto and incorporated by this reference, ("Work'), and in accordance with and as described in the Ccnnizad Docurnents, which include without litnitatioti, this Contract, Contract Change Order Agreement attached as Exhibit "B," Contractor's Retamage Agreement attached as Exhibit "C," Contractor's Rctainagc Bond attached as Exhibit "D," Notice to Labor Unions attached as Exhibit "E," Certificate(s) of Insurance Form attached hereto as Exhibit "F," Performance/Payment Bond attached but" as Exhibit "G," Prevailing Wage Rates attached as Exhibit "H," Title VI Assurances attacked hereto as Exhibit 'V' and all othrr Appendices attached hereto and incorporated by this refercncr, (collectively the "C race Doll "), which Work snail be completed to the City's setisfactim within the time period presedbed by the City and pursuant to the direction of the City Manager or his or her designee, 1.2 Qpgplction Date. The Work snail be comn=ced within five (5) days of roccapt by the Contractor of the: City's Notice to Proceed The Work shall be completed on or before the 29°i day of December 2009. In the event the Work is not completed within the time specified, Confctor agrees to pay to the: City tiquidatcd damages in the amount set forth in the formula included in Section 1.3 of this Contract. The Work shall not be deemed completed until the City has accepted the Work. 1.3 ]LiqWdatrA Daman. Time is of the essence of the Contract. Delays itirnmrenicuce the public and cost taxpayers undue smile of money, adding time needed for a&dnistration, inspection, and super risiorL It is impractical for the City to calculate the actual cost of delays. Accordingly. the Contractor agrees to pay liquidated darnages formula for on the following forfar its farltrre to complete; this CaatbW an tithe: (1) To pay (according to the: fallowing formula) liquidated damages for each working day beytmd the number of working days established for completion, and (2) To authorize the City to deduct these liquidated damages from any mmey due or coming due to the Contractor. 20131212000921.020 LIQUIDATED DAMAGES FORMULA LD = 0.15C T where: LD = Liquidated damages per working day (rounded to the nearest dollar). C - Original Contract amount. T = Original time for completion. When the Wank is coupleted to the extent that the City has full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint, the City may determine the Work is complete. liquidated -damages will not be assessed•for any days for which an extension of time is granted No deduction or payment of liquidated damages anll, in any degree, release the Contractor from further obligations and liabilities to complete this entire Contract. 1.4 f exfma_nce_ S tsndard. Contractor shall perform the Work in a manner consistent with accepted practices for other properly licensed contractors, performed to the City's satisfaction, within the time period prescribed by the City. 1.5 CCpliance with Laws. Contractor shall perform the Work in accordance with all applicable federal, state and City laws, including but not linrited to all City ordinances, resohrti=% standards or policies, as now existing or hereafter adopted or amended, and obtain all necessary permits and pay all pest, inspection, or other fees, at its sole cost and expense. 1.6 Qange Ordm. The City may, at any time, without notice to sureties, order changes within the scope of the Work. Contractor agrees to fully perform any such alterations or additions to the Work. All such change orders shall be in the form of the Contract Change Order Aft attached haeto as Exhibit "B", which shall be signed by both the Contractor and the City, shall specifically state the change of the Work, the completion date for such changed Work, and any increase or decrease in the compensation to be paid to Contractor as a result of such change in the Work. Oral change orders shall not be binding upon the City unless confirmed is writing by the City. If any change hereunder causes an increase or decrease in the Contractor's cost of� or time required for, the performance. or my part of the Work under this Contract, an equitable adjustment will be made and the Contract modified in writing accordingly. H the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within five (5) days after receipt of a written change order from the City or after giving the City the written notice required above, as the case may be, submit to the City a written statement setting froth the general nature and monetary extent of such claim, provided the City, in its sole discretion, may extend such five (5) day submittal period upon request by the Contractor. The Connector shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and costs have merit. No claim will be allowed for any costs incurred more than five (5) days before the Contractor gives written notice as required No claim by the Contractor for an equitable atustme nt hereunder will be allowed if asserted after final payment under this Contract. 1.7 Work and Matm- Omitted The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the Contract and the value of the omitted work and materials will be deducted from the Total Compensation and the delivery schedule will be reviewed if 20131212000921.021 appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. 1.8 UpIly 1..0 gn- Contractor is responsible for locating any undcrgro M utilities affected by the Work and is deemed to be an excavator for purposes of Chapter 19.122 RCW, as amm&d, Contractor shall be responsible for cmWliance with Chapter 19.122 RCW, including utilization of the "one call' locator system before cazmmwnci;% any excavation activities. 1.9 & Env romnent. Contradw shall fully cover any and all loads of loose construction lion materials including without lumtat on, sand, dirt, gravel, asphalt, excavated materials, car t ucuon debris, etc., to protect said materials from air cxpomn and to mhiim= ermisWon of airborne particles to the ambient air creironinco within the City of Federal Way. This Contract shall commence on the effective date of this Comtract and continue umriil the completion of the World which shall be no later than the 29th day of December 2009, and the expiration of all warranties contained in the Contract Documents ("Tern' . 3.1 &Md§k,-Skil . The Contractor warrants that it has the requisite skill to complete the Work, and, is appropriately accredited and licensed by all applicable agencies and govermmiantal entities, including but not limited to being registered to do business in the City of Federal Way by obtaining a City of Federal Way business registration. Contractor represents that it has visited the site and is familiar with all of the plans and specifications in oomu ction with the completion of the Work. 3.2 AeftWve work The Contractor shall, at its sole cost and expensg carrel all Work which the City deems to have defects in warkmambip and mateaial discovered within our (1) year after the City's f W accvftnee of the Work. 4.1 Tow COMMAtiari. In consideration of the Convector performing the Wont, the City agrees to pay the Contractor a fixed fee equal to twelve thousand, thirty and 001100 Dollars ($12,030.00� which amount shall constitute frill and complete payment by the City. 4.2 Cont#ctgr Rmpomsrbls fk TaAes. The Contractor shall be solely responslic for the payment of any taxes imposed by any lawful jurisdiction as a result of the performance and payment of this Contract. 4.3 Nf Ma^v t. The City shall have the right to withhold payment to the Conttactor far any of the Work not completed in a satisfactory manner, in the City's sole disceretim which shaRbe withheld until such time as Contractor modifies or repairs the Work so that the Work is acceptable to the City. 4.4 hietbod of Pa t. Payment by the City for the work will only be made super the Wank has been completed, a voucher or invoice is submitted in the form specified by the City, and such invoice is approved by the appropriate City representative. Payment shall be made within thirty (30) days of receipt of such invoice or voucher unless otherwise set forth in the Bid Form The Cantraetar's 20131212000921.022 acceptance of such payment for the Work shall constitute full compensation for the performance of the Work. invoices shall be submitted, in duplicate to: Accounts Payable City of Federal Way PO Box 9718 Federal Way, WA 98063-9718 Duplicate invoices shall be famished to: Cindy Keirsey City of Federal Way Community Development Department PO Boat 9718 Federal Way, WA 98063-9718 4.3 tom' e. Pursuant to Chapter 60.28 RCW, five percent (5'/0) of the Total Compensation shall be retained by the City to assure payment of Contractor's state taxes as well as payment of subcontractors, suppliers, and laborers. Upon execution of this Contract, Contractor shall complete, execute, and deliver to the City the Contractor's ReUduage Agreement attached hereto as Exhibit "C," or execute the Retainage Bond attached hereto as Exhibit "D." No payments shall be made by the City from the retained percentage famd ("Fund") nor shall the City release any retained parentage escrow account to any person, until the City has received from the Department of Revenue a certificate that al! taxes, increase, and penalties due from the Contractor and all taxes doe and to become due with respect to the Contract have been paid in full or that they are; in the Departmm's opinion, readily collectible without recourse to the State's lien on the retained percentage. Upon non-payment by the genail watt der, any supplier or subcontractor may file a lien against the retainage funds, pursuant to Chapter 60.28 RCW. Subcontractors or suppliers .are required to give notice of any lien within forty-five (45) days of the completion of the Work and in the manner provides} in RCW 39.08.030. Within sixty (60) days after cornpletion of all Work on this Contract, the City shall release and pay in full the money held in the Find, unless the City becomes aware of outstanding claim made against this Fund , In all Contractor services, programs, or activities, and an Contractor hiring and employment made passible by or resulting from .this Contrail, there shall be no discrimination by Contractor or by Contractor's employees, agents, subcontractors or representatives against any person because of sex, age (except miienn age and retirement provisions), race, color, creed, national origin, marital status or the presence of any disability, including sensory, mental or physical handicaps, unless based upon a bona fide occupational qualification in relationship to hiring and employment. This requiremesit shall apply, but not be limited to the following: enVloymcnt, advertising, layoff or termination, rates of pay or other forums of compensation, and selection for trafi ttg, including apprenticeship. Contractor shall comply with and shall not violate any of the to of Chapter 49.60 RCW, Title VI of the Civil Rights Act of 1964, the Americans With Disabilities Ad, Section 504 of the Rehabilitation Act of 1973, 49 CPR Part 21, 2LS and 26, or any other applicable federal, state, or local law or regulation regarding non-disaimiutien. Contractor shall post a notice to Labor Unions or other employment organizations, attached hereto as Exhibit 'B," as required by Section 202 of Executive Order 11246. Any material violation of this provision shall be grounds for termiirtatiom of this Contract by the City and, in the case of the Contractor's breach, may result in ineligibility for further City agreeme:3ts. If this prged involves federal funds including USDOT fimds administered by WSDOT, the contractor agrees to the clause contained in Exhibit "V 20131212000921.023 l r yr s !AFLORMINNIN iill.�s7� 6.1 It is the intention and understanding of the Parties that the Contractor shall be an independent contractor and that the City shall be neither liable nor obligated to pay Contractor sick leave, vacation pay, or arty other benefit of employmcat, nor to pay any social sedzrity or other tax which may arise as an incident of employment_ The Contractor shall pay all income and other taxes due. Industrial crr any other insurance that is purchased for the benefit of the City, regardless of whether such may provide a secondary or incidental benefit to the Contractor, shall not be deemed to convert this Agreement to an employment contract. It is recognized that Contractor may or will be porforming professional services dining the Terns for other parties; provided, however, that such perfamrnance of other services shall not omflict with or interfere with Contractor's ability to perform the Services. Contractor agrees to resolve any such conflicts of interest in favor of the City. 6.2 If the Contractor is a sole proprietorship or if this is a contract with an individual, the contractor agrees to notify the City and complete any required form if the Contmctor retired under a State of Washington retirement system and agrees to indemnify any losses the City may sustain through the Contractor's failure to do so. 7. TERMINATION Prior to the expiration of the Term, this Contract may be to minted inmediately, with or without cause by the City. B.] Qmn= 1ndGrr�iSeat gp. The Contractor agrees to mdeamify, defend and bald the City, its elected officials, officers, employees, agents, and volunteers harmless from any and all claims, demands, losses, actions and liabilities (including costs and all attorney fees) to or by any and all persons or entities, including, without ]hesitation, their respective agents, licnesees, or representatives, arising from, resulting froth, or connected with this Contract to the extent caused by the negligent acts, errors or omissions of the Contractor, its partners, shareholders, agents, employees, or by the Contractor's breach of this Omtract. Contractor waives any inurn nity that may be granted to it under the Washizzgton Statc industrial lnserrance Act, Title 51 RCW. Contractor's indemnification small not be' limited in any way by any limitation on the amount of damages, compensation or benefits payable to or by any third party under workers' compensation acts, disability benefit acts or any other benefits ads or programs. 8.2 City lnderrmification The City agrees to indemnify, defend and hold the Omtractar, its officers, directors, shareholders, partners, employees, and agents harmless from any and all claims, demands, losses, actions and liabilities (including casts and attorney fees) to or by any and all persons or entities, including without limitation, their respective agents, licensees, or representatives, arisnug from, resulting from or connected with this Contract to the extent solely caused by the negligent acts, errors, or omissions of the City, its employees or agents. 8.3 S un ival. The provisions of this Section shall survive the expiration or tart�wtivn of this Contract with respect to any event occurring prior to such expiration or WminaUOIL 9. INSURANC)? 9.1 Minimum Lirrrits. The Contractor agrees to carry as a the following insurance, in such forms and with such carriers wbo have a rating, which is satisfactory 10 the City: 20131212000921.024 (1) Workers' compensation and employer's liability insurance in amounts sufficient pursuant to i the laws of the State of Washington; (2) Commercial general liability insurance with combined single limits of liability not less than $2,000,000 for bodily injury, including personal injury or death, products liability and property Eger (3) Automobile liability insurance with combined single limits of liability not less than $2,000,000 for bodily injury, inchiding personal injury or death and property damage. (4) If any structures arc involved in the Contract, the Contractor shall nainta an All Risk Builder's Risk 2 form at all times in an amount no less than the value of the structure until final acceptance of the project by the City. 9.2 Endmemcnts. Each insurance policy shall contain, or be endorsed to -contain, the following provisions: (1) Thu City, its Officers, officials, employees, volunteers and agoras shall each be named as additional insured (2) Coverage may not be talmia" or reduced in limits except after thirty (30) days prior written notice by certified nail, return receipt requested, to the City. (3) Coverage shall be primary insurance as respects the City, 'its officials, employers and volunteers. Any insurance or self-insuranice maintained by the City, its officials, employees or volunteers shall be in excess of Contractor's fimuinee. (4) Coverage shall apply to each insured separately against whom claim is made or suit is brought. (S) Coverage shall be written on an "occurrence" forth as opposed to a "claims made" or "claims paid" form 9.3 Vc66catiaa Contractor shall furnish the City with cxtifficatm of insurance evidmckg the cova-age required by this Section, is compliance with the Certificates) of lnsura= Form attached hereto as Exhibit ' F," which certificate must be executed by a person authorized by the insurer to bind coverage on its behalf The City reserves the right to require complete certified copies of all required insurance policies, at any time. 9.4 Subcon"ctors. Contractors shall include ail subcontractors as additional insured under its policies or shall furnish separate certificates for each subcontractor. Ail coverage for subcontractors. shall be subject to all of the requirements stated herein. 9.5 17eduObles and $elf j s�tcritialss. Any deductibles or self-imwedrdw ions must be disclosed by Contractor and approved in writing by the City. At the option of the City, Contractor shall either reduce or eliminate such deductibles or self -insured retentions or procure a bond guaranteeing payment for any amounts not covered by the insurance by reason of such deductibles or self -insured retentions. 20131212000921.025 9.6 Asbestos Abatement en Ha=rdoys Materials. If asbestos abatement or hazardous materials work is performed, Contractor shall review coverage with the City's Risk Manager and provide scope and limits of coverage that are appropriate for the scope of Work and are satisfactory to the City. Contractor shall not commence any Work until its coverage has been approved by the Risk Manager. 9.7 Tgrminafion The Contractor's failure to provide the insurance coverage required by this Section shall be deemed to constitute non -acceptance of this Contract by the Contractor and the City may then award this Contract to the next lower bidder. The provisions of this Section shall survive the expiration or termination of this Contract with respect to any event occurring prior to such expiration or termmnabon. e . 7 • : _ LTl��1ll11!]N Pu mumt to RCW 39.08.010, Contractor shall post a Pcrfarmancc/Paymcrit Bond in favor of the City, in the foam attached to this Contract as Exhibit "G" and incorporated by this referetux, in a dollar amount satisfactory to the City; to guarantee Contractor's pcxformance of the Work to the City's satisfaction; to insure Contractor's performance of all of the provisions of this Contract•, and to guarantee Contractor's payment of all laborers, mechanics, subcontractors and material persons. Contractor's obligations under this Contract shall not be limited to the dollar anxxM of the bond. Alternatively, pursuant to RCW 39.08.010, at the option of Cozctracterr, if the value of this Contract as less than Thirty -Five Thousand Dollars ($35,000.00), the City may, in lieu of a bond, retain fifty percent (50%) of the Contract amount for a period of thirty (30) days after the date of final acceptance, or until receipt of all necessary releases from the Departmwnt of Revenue and the Department of Labor and Industries and settlement of any liens filed under Chapter 60.28 RCW, whichever is later. 1 i . SAFETY Contractor shall take all necessary precautions for the safety of employees tin the work site and shall comply with all applicable provisions of federal, state and municipal safety and health laws and codes, including without limitation, all OSHA/WISHA requirc=nts, Safety and Health Standards for Construction Work (Chapter 296-155 WAC), General Safety and Health Standards (Chapter 296-24 WAC), and General Occupational Health Standards (Chapter 29"2 WAC). Contractor shall erect and properly maintain, at all times, all necessary gwz&, barricades, signals and other safeguards at all unsafe places at or near the Work for the protecticm of its employees and the public, safe passageways at all road crossings, crosswalks, stint intersections, post danger sips warning against known or unusual hazards and do all other things necessary to prevent accident or loss of any kind Contractor shall protect from damage all water, sewer, gas, steam or other pipes or conduce, and all hydrants and all other property that is likely to becorne displaced or'damaged by the execution of the Work. The Contractor Shall, at its own cape nsc, secure and maintain a safe storage place for its materials and eguipmcrit and is solely responsible for the same. 12. PUMN LING WA GM 12.1 Wages sf Em loyal. This Contract is subject to the zoinnir= wage requirtMMM of Chapter 39.12 of the Revised Code of Washington, as now existing or hereafter amended or supplemented In the payment of hourly wages and fringe be wfit5 to be paid to any of Contractor's laborers, workpersons and/or mechanics, Contractor shall not pay less than the "prevailing rate of wage" for an hour's work in the same trade or occupation in the locality within the State of Washington where 20131212000921.026 such labor is performed, as determined by the Industrial Statistician of the Department of Labor and Industries of the State of Washington, which "prevailing rates of wage" are attached hereto as Exhibit "H" and incorporated berein by this reference. Prevailing wages paid pursuant to this Agreement shall be the prevailing wage rates, which are in effect on the date when the bids, proposals, or quotes were required to be submitted to the City. 12.2 E to -EmItiling Wkge. The prevailing wage -requirements of Chapter 39.12 RCW, and as roquircd in this Contract do not apply to: (1) Sole owners and their spouses; (2) Any partner who owns at )cast 30% of a partnership; and (3) The President, Vice President and Treasurer of a ocnporation if each one owns at least 30'/e of the corporation 12.3 Bnofting Rr&ukun=. Contractor shall comply with all reporting requirements of the Department of Labor and Industries of the State of Washington Upon the execution of this Contract, Contractor shall complete and file a Statement of Intent to Pay Prevailing Wages with the Department of Labor and Industries. Upon completion of tht Work, Contractor shall complete and file an Affidavit of Wages Paid with the Department of Labor and Industries. Contractor shall deliver copies of both the Statement of Intent to Pay Prevailing Wages and the Affidavit of Wages Paid, catifiedby the Department of Labor and Industries, to the City. 12.4 ergs. In the event any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be resolved by the City and the Contractor, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State of Washington and the decision therein shall be final and conclusive and binding on all parties involved in the dispute. 13. FAE-URE Tp_1?, y SUB!QO RS In the event the Contractor shall fad to pay any subcontractors or laborers, or fail to pay for any materials or any insurance premiums, the city may terminate this Contract and/or the city may withhold from the money which may be due the Coriftwor an amount necessary for the payment of such subcontractors, laborers, materials or innuance premiums. 14. 9—NnJUNHIP OF DOCIUMS All originals and copies of wank product, including plans, sketches, layouts, designs, design specifications, reoords, files computer disks, magnetic media, all finished or unfinished do=ncnts or material which may be produced or hxxtified by Contractor while performing the Weak shall become the property of the City and shall be delivered to the City at its request. tea► ��'� �M Any records, repeats, information, data or other documents or materials given to or prepared or assembled by the Contractor under this Contract will be kept as confidential and shall not be made available to any individual or organization by the Contractor without prior written approval of the City. 20131212000921.027 -, 14- 10I.M7012L •• The Contractor agrees to maintain books, records, and docuurnents which sufficiently and properly reflect all direct and indirect casts related to the performance of this Contract and such aocowiting procedures and practices as may be deemed necessary by the City to assure proper accounting of all fimds paid pursuant to this Contract. These records shall be subject at all reasonable times to inspectim review or audit by the City, its authorized representative, the State Auditor, or other governmental officials authorized by law to monitor this Contrad. At any time ordered by the City and irnmediateiy after completion of the Work, the Contractor shall, at its own expense, clean up and remove all refuse and unused materials of any kind resulting from the Work. In the event the Contractor fails to perform the necessary clean up, the City may, but in no event is it obligated to, perform the necessary clean up and the costs thereof shall be immediately paid by the Contractor to the City and/or the City may deduct its costs from any remauim* payments due to the Contractor. 18.1 Contractor Vyrificafim The Contractor verifies that it has a certificate of registration with the State of Washington; has a current state unified business identifier number, is not disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); has industrial insurance as required by Title 51 RCW, if applicable, has an employment security department number as required in Title 50 RCW, if applicable; has a state excise tax registration number as required in Title 82 RCW, if applicable; possesses a valid electrical contractor license as required by chapter 19.28 RCW, if applicable; and possesses an elevator contractor license as required by chapter 70.97 RCW, if applicable. 18.2 . The Contractor shall include the language of this section in each of its first tier subcontracts, and shall require each of its subcontractors to include the same language of this section in each of their subcontracts, adjusting only as necessary the terms used for the contracting. parties. Upon request of the Owner, the Contractor shall promptly provide dontation to the Owner demonstrating that the subcontractor meets the subcontractor responsibility criteria below. The requirements of this section apply to all subcontractors regardless of tier. 18.3 Submtmqtoy Vgrifiwion. At the time'of subcontract execution, the Contractor shall verify that each of its first tier subcontractors meets the following bidder responsibility criteria: Have a current certificate of registration in compbanm with chapter 18.27 RCW, which mist have been in effect at the time of subcontract bid submittal; Have a current Washington Unified Business Identifier (UBI) number, Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); Have Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; A Washington Employment Security Department number, as required in Title 50 RCW, if applicable A Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable; An electrical contractor license, if required by Chapter 19.28 RCW, if applicable; An elevator contracto3 license, if required by Chapter 70.87 RCW. 19. GENERAL ELQViSIQNS 20131212000921.028 19.1 Entire Contract. The Contract Documents contain all of the agreements of the Parties with respect to any matter covered or mentioned in this Contract and no prior agreements or understandings pertaining to any such matters shall be effective far any purpose. 19.2 MQdifica No provisions of this Contract, including this provision, may be amended or added to except by agreement in writing signed by the Parties or their respective successors in intt;rest. 19.3 EWI Force and P-ffw. Any provision of this Contract, which is declared invalid, void or illegal, shall in no way affect, irrTair, or invalidate any other provision hereof and such other provisiions shalt remain in full force and effect. 19.4 Asti nutrient. The Contractor shall not transfer or assign, in whole or in part, any or all of its obligations and rights hereunder without the prior written consent of the City. In the event the City consents to any such assignment or transfer, such consent shall in no way release the Coartractor from any of its obligations or liabilities under this Contract. 19.5 5900IMM h cwt. Subject to the preceding Subsection, this Coatrad shall be binding upon and inure to the benefit of the Parties' successors in interest, heirs and assigns. 19.6 &=Cy Fees. In the event the city or the Contractor defaults on the performance of any tears in this Contract, and the: Contractor or City places the enforcement of the Contract or any part three 4 or the collection of any monies due, or to becotm due hereunder, or recovery of possession of any belongings, in the hands of an attorney, or file suit upon the same, each Party shall pay all its own attorneys' fees, costs and expenses. The venue for any dispute rclaled to this Contract shall be King County, Washington. 19.7 N o Waiv41. Failure of the City to declare any breach or default immediately upon occurrence thereof, or delay in taking any action in connection with, shall not waive such breach or default. Failure of the City to declare one breach or default does not act as a waiver of the City's right to declare another breach or default. 19.8 Governing Law. This Contract shall be made in and shall be governed by and interpreted in accordance with the laws of the State of Washington. 19.9 Aujhori . Each individual executing this Contract on behalf of the City and Contractor represents and warrants that such individuals are duly authorized to execute and deliver this Contract on behalf of the Contractor -or City. 19.10 Notiacs. Any notices required to be given by the City to Contractor or by the Contracttor to the City sha11 be delivered to the Parties at the addresses set forth below. Any notices may be delivered personally to the addressee of the notice or may be depcsited in the United States mail, postage prepaid, to the address set forth herein. Any notice so posted in the United States mail sha11 be clued received three (3) days after the date of nnailing. 19.11 C�sti The respective captions of the Sections of this Contract are inserted for convenience of reference only and shall not be dt=A to modify or otherwise affect in any respect any of the provisions of this Contract 19.12 Ferforrrsano. Tirnc is of the essence of this Contract and each and all of its pravisions in which performance is a factor. Adherence to completion dates is essential to the Contr-acxor's performance of this contract. 20131212000921.029 19.13 Conlianc; with Ethics Code. If a violation of the City's Ethics Resolution No. 91-54, as amended, occurs as a result of the formation and/or performance of this Contract, this Contract may be rendered null and void, at the City's option. 19.14 C mflislitta Provisions- In the event of a conflict between the tox and provisions of any of the Contract Documents, the City Manager or his or her designee shall issue an intapretation of the controlling document, which interpretation sbalk be final and binding. DATED the day and year set forth above. CITY OF FEDERAL WAY �A7111Ad Brian J. ark Interim City Manager 33325 " Avenue South PO Box 9719 Federal Way, WA "063-9719 A ST: iW Clerk, Carol Maluly, CM Co U C. Hoffmi, dent 27633 1: 400m Way Emntclaw, WA 98022-7725 1-360-825-9797 STATE OF WASMNGTON ) ss. COUNTY OF On this day personally appeared before me Randy R Hoffnim to me known to be the President of Hofbm Constriction Inc., that execated the foregoing instrument, and admoMedged the said inso cut to be the free and voluntary act and dead of said cw1wation, for the uses and purposes therein mentioned, and on o0h stated that he/she was authorized to execute said instramrni and that 1he seal of mxk if any, is the cotpacak seal of said corporation.. GIVEN my hand and official seal this 13 ' day of —f C CM'be V— 2W9. �Q, . 10Sllpry , .= (tyPO& load nerve of nolary) Notary Pablic in and for the Stria of Wasshmgwn. �Q�AR� = My Crsrrtmicv CS 10 1& - 0 20131212000921.030 EXHIBIT 3 20131212000921.031 ti OW ENVIRONMENTAL SERVICES, INC Environmental Consulting & Compliance PRE DENOUTTON ASBESTOS INSPECRON 31616 6' Avenue SW Federal Way, WA 98003 PROTECT: Pre DemoWon Asbestos Inspection LOCATION: 31616 67" Avenue SW Federal way, WA 98003 CLIENT: ❑ty of Federal Way 33325 P Avenue South P.O. Box 9718 Federal Way, WA 98063-9718 SITE Andy Kelrsey OLEO CONTACT: (253) 835-2631 PR07ECr Identify asbestos containing materials that will be impacted by planned demolition. DESCRIPTION: EXECUTIVE This inspection was completed at the subject property on Monday November 3P, SUMMARY: 2009. Samples of suspect Ashesios Containing Materlals (ACM) were taken during this Inspection. Locations from which the samples were taken are keyed to the provided drawing. Asbestos Containing Materials s No asbestos containing materials were identified In any area lrrspctad. BUILDING - The structure Inspected is an approximately.1,200 square flood, vacant two Level, DESCRIPTION: residential unit. The structure Is constructed of materials traditional to this type of unit. Nearly all Interior finishing materials were Bound to have been removed previously. Remaining interior partition walls are a combination of non -asbestos containing gypsum wallboard and 2 x 4 wood flaming. Insulation was Identified as non -asbestos containing fiberglass and cellulose materials. No suspect asbestos containing plumbing system insulation was identified in any area inspected. 34004 9th Avenue South, Suite 12, Federal Way, Washington 98003 Phone: (253) 927-5233 Fax: (253) 924-0323 www.nowenvironmental.com 201312120009$1.032 BMLDING The limited amount of flooring Installed in the structure was found to be non. DESCRIPTION: asbestos containing vinyl sheeting and Carpeting over a wood substrate. (CONTINUED) Roofing on the structure was identified as non asbestos containing 3-Tab tiles with building paper. INSPECTION On Monday November 3e', 2009 NOW lEnvirunmental Services campleted this DATE: inspection of the subject property and collected the samples described in this report, INSPECTOR n 2 ENDORSEMENT 1 Joseph W. ,lade Proms Manager PRO]ECT REVIEW: ��rbelp..— nn� General Manager ANALYSTS Polarized Light Microscopy METHOD: PARAMETERS: Puget Sound Clean Air Agency (PSCAA). and Washington State Department of Labor and Industries (L&I) regulations require an Inspection of all buildings for the presence of asbestos-Qonteining materials (ACm) prior to renovation or demolition. + ACT4 is identified as those building materials containing one percent (1,0%) or more of asbestos as veffied by laboratory analysis. All building materials fabricated prior to 1980 are assumed to contain asbestos unless proven odierwise by a ceralled building inspector. DEFINITIONS: (1) Thermal System insulation (M): These matadals are defined as those applied to pipes, fillings, bollers, tanks, duds or Other structural components to prevent heat loss or gain. DEFINITIONS: (2) Surfacing Materials: (CONTINUED) These are defined as arose materials that are sprayed -on, hm eled-on or otherwise 8PPI d to surfaces Including, but not limited to, lath and plaster, acoustical plaster on cellings, paints, fireproofing materials on structural members or other materials on surfaces applied for decorative purposes. (3) Miscellaneous Materials: All other building maberials that may be ACM but not surfacing materials or TSI fall Into this category, SAMPLES light primary asbestos bulk and five associated secondary samples were wMac ted EXTRACTED: for the purposes of this Inspection. Pre D -6011tfvn AOestw rhWactloe 31696 6 w Averum SW Federef Way, WA Page 2 of 3 NOW EnvOunmenial 5ervlaW Prof kt AT09-0320 November, 2009 N 20131212000921.033 The Following Items Were Analyzed and Found To Be Non-Asbesbos Containing Material 31616 C14 Avenue SW Federal W WA Sam e # Descri on Location Anahqgg Ola Black 3-Tab Rooflng Roof Non -Detect Olb• BuOding Paper Assocated w 01a Roof Non -Detect 02 Insulation Paper Baddng w Assodated Dark Mastic Throughout Non-DeW 03a ,mint Compound Assocated w 03b Throughout Non-Deiect 03b Wallboard Throughout Non-Debed 04a 3oint Compound Associated w 04b Throughout Nora -Detect 04b Wallboard Throughout Non -Detect 05a 3otnt Compound Associated w 05b Throughout Non-Debed 05b Wallboard Throughout. Non-Debed 06a Bride Fireplace Non -Detect 06b Mortar Associated w 06a Fireplace Non -Detect 07 Light Gray Geometric Pattern Self Adhesive Vinyl Sheeting Bath Non -Detect 08 Green / Cream Vinyl Sheeting w kso ataed Burlap Baddrig Bath Non -Detect LIMITATIONS During renovation it is possible that additional suspect ACM and - / or hazardous AND materials may be discovered Mthfn wall, floor, celiing sandwiches or other INACCESSIBLE areas/systems not aomssible at the time of this Survey. Should such suspect material AREAS: be discovered, a certified building Inspector is required to sample and test the rnatm'sals to provide evidence that they are non hazardous containing materials NOW Envlronmental Services Is neither responsible for the classification of materials that are not Identifiable With reasonable diligence, nor for the identification of materials beyond the scope of this project as we understand iL This ►ePW eared its Contents are limited tv the saVe and atdvfdes pmrhwrrtad at dw subject propefty as de=fbed We neprms.ent drat our swvfaes wee perMomped wldd a the llntltF FresbOad by aWksbia regui dom and bi a amartar' cormWerat with the feveef of rare and rich ort lnarfly erwdsed by other pnd6mk W cwuzdfanf9 under sMdlar dr=umsftrjom No cheer reprgmsratadan fs made to the die4 eoomced or hnplfed, and no warranty or guarantee is lnduded or Intended pre Demolition Asbestos Zftpedfan 31616 6— Avenue SW Federal Way, Wit Pape 3 of 3 NOW Envirarumbibf Services Project p 0"320 November, 209 20131212000921.034 EXHIBIT 4A 20131212000921.035 1 ,} Puget. Sound Clean Air Agency 1904 3rd Avenue, Suite 105 pscieanair.org Seattle, WA 9a101-33i7 Puget Sound Dean Air Agency phone 206-343-8800 1 1-800-552-3566 fox 206-343-7522 Asbestos Notice of Violation No. 4-042515 Case No: 201008010 Registration No.: Violation (late: On or before mano Time: 2:50 p.m. County King Location of Violation (Address) 31616 - 6"' Ave SW Cily• Federal Wis Tp95023 Certi led Mall No.: Nrms Charles Garner Mailing Address 29811 Marine View Dr SW Violation of Regulation lit, Section(s): City, State Federal Way, WA Responsible Person, Title CHARLES GARNER, OWNER _ j Yip Phone 98023.3422 04.02 Failure to have an AHERA bldg. Inspector conduct an asbestos survey before performing a renovation or demolition. 904.03 Failure to notify the Agertry prior to demolition of a strudum. ❑ 4.64(a) Failure to remove all ACM before any renovation or demolition project that may disturb the ACM. 0 4.051b)(7) failure to seat ACWM in leak-lighl containers as soon as possible after r6moval but no later than the and of each work shift. t..) 4.05(b)(8) Failure to keep absorbenUnonabsorbeni ACWM saturatedicooled with liquid wetting agent until seated in leak -tight conlabmrs. ❑ 4.07 Failure to dispose of asbestos containing waste material at a waste disposal site authorized to accept such waste within 10 days of removal. Facts Alleged to Cdn5lilute a Violation: * 128110 @ 2:50 p.m. f confirmed that a structure was demolished at 31616 — 60 Ave SW in Federal Way, WA. Per City of Federal Way Deownber 2009 Building Permit report. Charles Garner and Hoftrrian Construction Inc obtained a permit from the City of Federal Way to demolish the structure. No notification was provided to the Agency for demolition of the structure. Corrective Action Order You must lake the corrective action described below. ® Within 10 days of the date you receive this Notice of Violation, submit a written report descrt*V the acbon you have taken to correct this violation and achieve compliance with Agency fegulations. Issued by: Daterrinre: - Mailed 2/19/f o Khn Cola, Inspector, 206489-4020 Reeebved by signalore Signing this document is not an admission of guilt Print Rome Form No. 66-150-1 Asbestos Notice of Ynlation Rev 1123/67 RbH:LSS pagwo 7 of I a 20131212000921.036 EXHIBIT 4B 20131212000921.037 .ram i -i •-Mcaftey --,---�_...__...,-- __,:.,,__. CbANVIi rr-r DeAjopmW OM*MMqf► Puge% �ggnd Clean, -Air Agency JllN 5 .1904 3rd Ave Ste 1.0&, Seattle, WA 9$101-3317 2010 p■cfsa'nalr.org Ph 206.343.8800 - 1-800-552-3565 • Fax 206.343.7522 _. ]Illritteb Warning.. N Case No. ti O - fl 9� 0? Registration No.: Violation pate: County: a�6 D Time: oV .,So Localion of Violatiba Address : f �; yh �,� Name:: Ci Izi ��C�oZ 3 Rozwnsbe Person. Tifa: ••...•r•� � •F �� halo�je " A dress City, State �' , - Phone Regulations Violated: Violation Description: 1w It 1 y h ra cG - if you do not take the corrective action described below to campiy with .the regulations of the r Puget Sound Clean Air Agency, the Agency may issue A No#ire of:Violatlon that rrtay'result in a civit penalty. i This Agency will contact you if your corrective action for this notice was not received or was Insufficient, otherwise consider this document closed. �eY submit a - written report describing the action you have taken to correct this violation and achieve compliance with agency regulations. ❑ gy: you must Issued by: ' Date/Time: -71 D L. Received S flalUliB I elle' M name �' Signing this docurneftHs not an admission uf�uilt. ; Form No. 70-121 Wrdten Wafr"-Rev:1/07 JLN!LSs 20131212000921.038 EXHIBIT 5 20131212000921.039 CITY OF CITY HALL Fe d e ra ! Way 33325 8th Avenue South AAallirtg Address: f'O Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.ci"ffedLrarway.com Kim Cole Junc 4, 2010 Puget Sound Clean Air Agency 1904 3" Avenue. Suite 105 Seattle, WA 98101-3317 Re: City File #08- 1 03932-WVO, ASBEsTos NoncE our VIOLATION, #04-042515 Demolition of Garner Residence; 31616 6* Avenue SW, Federal Way Dear Kim Cole: I received a copy of an Asbestos Notice of Violation, as noted above, that was issued to property owner Charles Ckrner for failure to notify your agency of a demolition project in cite City of Federal Way. This letter is being written to advise you that the demolition of the structure known as the Garner residence was a court ordered abatement of an unfit structure that was completed by City of Federal Way staff, and not the property owner Charles Garner. I was assigned as the project manager overseeing the dcrnolition. l am aware of the asbestos regulations from your agency. I obtained an asbestos report and filed a notification online for the project, including the �75.00 fee that was required I was unaware that I had trade a mistake in entering the site address for Notification #200902669 until it was recently brought to my attention. The address listed on the notification, 803 SW 312"' Street, is the Sam's Market property owned by the Medina family. I worked on a code enforcement action at the Medina property in 2009; however, it did not include any demolition work. I do not know how I made the mistake. Please understand that this was truly a clerical error on my part and is in no way an attetript•by the City of Federal Way, or me personally, to fail .in notifying your agency as required. Please accept my apology for my error. If you have any questions, or wish to view my entire case file, please do not hesitate to contact me at 253- 835-2631 or cyttthia-keirsey@cityoffederaiway.cotn I have included a copy of the dsbestos report, notification #200902669, and the Asbestos Notice of Violation for your records and review. Sincerely, Cynt • Keirsey. Code Enforcement Officer enclmuvs c: Lee Bailey, Building Otticial Peter Beckwith, Axxialant City Atttwney Charles Gatrnr. HuQirnu Om-Aructitm. 29811 Marine View Chive SW, Federal Way, WA 98011-3422 WcroA a 20131212000921.040 EXHIBIT 6 20131212000921.042 EXHIBIT 7 20131212000921.043 pscleanalr.org Puget Sotmd Clean Air Agency I Working together for clean air June 29, 2010 Agency Case No. 201008010 Charles Gamer 29811 Marine View Dr SW Federal Way, WA 98023 INTERIM EXECUTIVE OIRECTOA Closure of Notice of Violation No. 4441515 Jamee L. Nolan Notice of Violation Location: 31616 6th Ave SW 10ARO OR DIRECTORS Federal Way` A, 98023 a BREMERTON Polly LOW, Mayor Based on infonnation provided, this Agency considers the above referenced E ve R E TT matter closed as of this date and will take no further enforcement action for Ray Stephenson, Mayor tWs'violation. Peul'Roborle, Board Chair KING COUNTY Sincerely, Dow Constantino, Executive KITSAF COUNTY Charlotte Garrido, Commlealoner Rick Hess rIENCE COUNTY Supervising Inspector Pal McCarthy, Esaoullve PUSLIC AT LAROE RDH:LS'S Marina Color-wlldamlth SEATTLE Milo McGinn, Mayor SNOHOMISH COUNTY Mike Cooper. Councilman TACOMA Jake Fay, Councilman I Photo■ 200.343.8800 or 1.500.552.3505 Ras 200.343.7522 1904 Third Avenue - Suite 105 Seattle, WA 88101-3317 20150212000186.001 RETURN ADDRESS: SHANNON ULRICH BOX 963 CARDSTON ALBERTA CANADA TOKOKO TAX DEED STATE OF WASHINGTON ea. County of King I ' l I 20150212000186 KC TREASURY - D 12.00 PAGE-001 aF e6l KING2COUNTY. WA E2713499 02/12/2015 10:06 KTQ% COUNTY, YR $10.00 SALE $0.00 URGE-001 OF 001 No. 44699 KCSC NO.14-2-16241-8 SEA THIS INDENTURE, Made this 12th day of December A.D. 2014. between SCOTT MATHESON, Treasury Operations Manager, Finance and Business Operations Division of King County, State of Washington, party of the first part ("Grantor'), and SHANNON ULRICH, party of the second part ('Grantee'): WITNESSETH, That whereas, at a public sale of real estate held on the 12th day of Decemter A.D. 2014, pursuant to a real property tax judgment entered In the Superior Court in the County of King on the 26th day of November A.D. 2014 in proceedings to foreclose the tax liens upon real property and an order of sale duly issued by sald court SHANNON ULRICH, duly purchased in compliance with the laws of the State of Washington, the following described real estate, to wit LOT 3 OF KC SHORT PLAT # 675058 RECORDING NO 7510230610 SD PLAT DAF E 256.5 FT OF W 286.5 FT OF N 112 OF NE 114 OF SW 1/4OF SE 1/4 LESS E 85.5 FT OF N 1/2 THOF LESS CO RD SECTION 7, TOWNSHIP 21, RANGE 4 EAST, WM, TL-9097 Tax Parcel No 072104-9097-09, SUBJECT TO EASEMENTS ESTABLISHED OF RECORD ON OR BEFORE JANUARY 1, 2011, IF ANY. And that said party of the second part has complied with the laws of the State of Washington necessary to entitle said party to a deed for said real property. NOW THEREFORE, know ye that I, SCOTT MATHESON, Treasury Operations Manager, Finance and Business Operations Plvision King County, State of Washington in consideration of the premises and by virtue of the statutes,of.the State of Washington, in such cases provided, do hereby grant and convey to SHANNON--uiLRIbCN 'his'h irs and assigns forever, the said real property hereinbefore described. y OFfi1C,',- 3a4 Q. ` �'/y 4 Z; • Imo. / Given under my hand and seal of office this 112'' day of December A.D. 2014. '0fl 9�,� FR SCOTT MATHESON, Treasury Operations Manager, Finance o ° ,.'�5� a �1�� I�CrQ .� and Business Operations Division, King County, Washington 4 Y C f c 3 SHORT PLAT NO. t7� KING COUNTY, WASHINGTON This apace reserved for APPROVAL F recorder's use Department of Community i rnvironnental Development 4 Division of Land Use Management. V n• COR-PUJ_ Examined and approved this ! lay.of .. .� - --- Ri0iJ:5'.; 9 yV f. F 'NT 23 PIA 3,..31 Director, Division of Land Use ranagcment ca 13IRZCTOF� Rc�CI'03 A ELECTIDUS Department of Public Works WkSH. KIN; CCUNTY, Examined and approved this y of _ O 1975 , Filed for record at the ,request of. - r. Name Department of Assessments m Examined and approved this day of ', "�• it HA.RLEY K 110kilE :•' � r ti Return to: Assessor 6 Land Use Management Div. + a W225, King Co. Courthouse i ��' Seattle, Washington 98104 Deputy assessor ` a. a• LEGAL DESCRIPTION .ic­i.4 h U,: C'6I - r +Jc•c:�h -_-ets A. • '14 C� 5 C_-:+I UN 7+ I 1v16+Nca P%q 6•i r asi , W. Nk. �• I: �(1r, r �+- +1': ....1: �«. C. `�� S' ��• - •T f?t ,-. l�, rN pT -f %1C �or 1{� l/Z T�crc Gt T <A a1G n i ire.. �Ou��fy oT s 1 • - • - - , •'Y: a 4 ti 4 ', -�_i _ .. •� Page l of 4.+ _ { Map on. File In Y9uit iy.:.. 1p�ii r^•R ': r-.', ,� }..t�.•, '!,i e�•- 4��tz`'i'.y'�°,n : {:r � ;�! ;rywiF'�,,¢►'��+ R, S.'k�: , r' ,. . 1 4" r rr: DE CLA RATIO\ : `+ Know all mean by these presents that we, the undersigned, o;)er(s) in fee N,•'"� simple jand contract purchaser(s),of the land herein described do hereby s make a v ort subdivision thereof pursuant to RCW 58.17.060 and declare this short plat to be the graphic representation of same, and that said short subdivision is made with the free consent and in accordance with t + the desire of the owner(s). In witness whereof we have set our hands and seals. } O 'moms lficnael& Smith r ame o N ame Gain Susan Seta CV ame N ame Name Name i STATE OF WASHINGTON j d SS. , i County of King f 1 On this day personally appeared before me Thomas M. Smith and Gail Susan Smith husband and wife J' to me known to by the indi vi duals described in and who executed the within and foreq--- rn irstrurent, and acknowledged that they signed the same as their free and voluntary y { act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal w)' 2nd day of September �lg 75 : • ! i , t.-otary public in and for Lha State -of Washington, residing at Ta=oxa =k F -y T ••_ �. — � S 7 a I STATE OF W-A!5HINGTOti [) s r ',' sr• 1 i Or, this day personally appeared before me - to me known to be the individual described in and who executed the within and foregoing 4' instrument, and acknowledged that signed the save as free and voluntary r act and deed,_for the uses and purposes therein mentioned. GIVEN under M hand and official seal this day of 19� Notary public in and for the Mate of Washington, 1. - residing at sell F. £ Short Plat Number (27 S O S? Page Z of r k~ xY y t s tij"�-Y :rn".::�� �"�=�'...,..---1C-J.�... - .-.a• :``,-.`�.:-.r.,.�-��=�=-^�,—� �.^� r—` ^�-?•: -.ems-cr-._T3r+-.may ,_�, ,........... s ' 71lj�lll� Al CN Ln l _ ,^ �. .. - .. .. .. _ � '+- it . ' %r'y � �• : gn . �' is +r"+= �'f '11i'- �r' :ps ! yy •.. ��e�-�•s = � t.. �. yT. .. '� �~. .. � may.• � .. !� anFb in Vault 3- f so £� � � � i� �• •• � •� - Scale: - _ .., .. ' .r . - SbOA't plat 'Yn.,r'na s .Parke • s,•. •rR•r• � • a. - • ? ar � z 3 ,� �� 4°�' r�`� Bao ''.r,^• ice•' St, - R 8 ' � ,'�N s �• .9- - �'• J r _\rev � ;-- HII�Y+e'�n-+ ro ..i� �• - - w ... ... • c - OR CONNEMON CHARGES f• NOTICE OF A17AITIONAL TAP TO R.C.ti. 65.08.170 FUIMUM _ STATIv 'OF .;SHINGTON). ss. - Cow3Cy of l[iilg ) . being first duly sworn on oath, deposes Thundarsigned, e and says: t and is •autYzarued 'liiet he is the duty 'appointed and acting kfsitsagez of . zed _ F - King County, i�ashington r gist That No. -is to. file this. notice: tl•e attaebed E�+ibit "A" t the lauds d�geribed on es before . additional -tap or connection charges able by sum 1M. = subject to are 3 de. The pxeceise cnnneetian 124, for water can be. 'Water District•Nr�q request fain beFQ►�[nl parcel therein yhpWashitzgtvn. Upon Is Avenue South,- - At . x "LamMHr t ager Water AistrictNO. 124 _ King Coumty, Washington �.. Ix d day of to before melt s bscribed -and sworn �ll " otaxy iC 11 or t tare of Washington, residitAg at is RECi]�' ELEt"'"' i Thence resterly along said North lir.! ::nd its Westerly extension to its intersection with the centerline of 12th Avenue southwest; said centerline to its inte Thence Northerly along- rsection With the centerline of marine View Drive;. iA LEGAL DESCRIPTION- Bouqdary, = _.. King.County Water nistrict No.: 124 April 1981 at the Northeast corner aE•the SE 1/4 of Section 6, 'Beginning Tbwnsbip 2T North, Range 4•Bast, N.M.;_ 'Thence Westerly :along- ttie. North -line - thereof to its inter- • . i> sectidn with the west 'line of the East -1/2 of the East 1%2 of the: .' -NW 174 .of the --said SE 1/0,; . " ^ Thence Southerly along said West line to -its intersection with the North line o£ the -SW .1/4 of the- said SE 1/4;- �+- Thence Uesterly along said North line --to its intersectioi" -" with the East line of the West- 1/2 of tha West 1/2 of the said SW & 1j4 of the Se .1/4; Thence Southerly along said East line to its intersection with the North line, -of Maltby.Terrace,- according to plat thereof recorded in volume 91 of plz:3, page 52; records of King County, '- Washington; - .. Thence 'South 81'0025" idest along said North line:?59_23 feet; Thence North 88*50137" hest 30 feet to an intersection with the centerline of 8th Avenue Southwest; Thence Southerly along said centerline to its intersection with the centerline of ..obert Maltby -Road; Thence Westerly along said centerline of Robert Maltby Road to its intersection with the' Southerly extension of the East line'ofLots 6 through 11, Block 6,' of Marine View Estates, according to plat thereof recorded in volume 44 of plats, pages 59 andc60, records of Ming County, t•:ashington; Thence Northerly along said East line and -its Southerly extension to its intersection with the Southerly margin of Southwest 300th:street; 'Thence lesterly along said Southerly margin to its inter- section with.the Westerly margin of 10th Airenue Southwest; Thence`Northerly along said Westerly margin to its inter- section with the centerline of said Southwest 300th Street; Thence Westerly along said centerline to its intersection with the Southerly extension of the East line of the West 145 feet of Lots 8'through 13, Block 2, of De Marwood Addition to King County, according to F.at thereof recorded in volume 52 of the plats, pages 4 and 5,-records of King County, Washington; Thence Northerly along said East line and its Southerly extension to its intersection with the•North.line of said Lot 8; Thence Westerly along said North line and its Westerly extension to its intersection with the centerline of 12th Avenue Southwest; Thence Northerly along said centerline to its intersection with the centerline of Marine View Drive; MC _.- -. ._ �.: _:ryn�%iir"'s - i�ri .. �. .. . -- --• •- --- ----- ^ - ssi ,T ..ie�k�• yhf�G�ypdY,�.. �L . '..' •-'°�:"-"--_•fir,. - _ --- , _. _ Thence NetOeasterly alorla ,said centeri-Inn of Marine vier . Drive to :its intersection with the South'lina of too .North 340 feetof the NB 1/4 of. the SW IA Of4aid Section 6; "6uth Thence. Westerly along said line and the South line of the Borth' 340 feet of Government Lot 5� Said aect,f¢re • 6 to its - intersection with the blast line thereof, +rhicli is also the Bast line of Section 1, Township 21 North, Range 3-Bast, W.N.; . Thence Southerly along. said Eabt line to its intersection -with the North fine - of the South 1./2-of .the SE-1/4 of said -,- Section 1; 1 . /%O le _ . Thefice-Westerly along -said North line to_its intersection .� with the East Line 'of Government -Lot 2, said Section 1;. Thence Northerly along said East -line to its-intersectiol with the North line o£ saad Government Lot 2; ;. Thence Westerly iU ng said North lire to its intersection with the West line.of the'East 275 feet of said Goverment - Lot 2; Thence Southerly .along said.. "blest line to its intersection with the North line of the South 530Ieet of said Goverment =y Lot 2; Thence Westerly along said North line io its intersection with the East line of the West 677.12 feet of said Government ` sI Lot 2 Thence Northerly along said East line to its -intersection with the North line -of said Government Lot 2; Thence Westerly along said North line to its intersection with the West -line of the Southeast 1/4 of'said Section 1; Thence Southerly along said West line to its intersection with the North line of Section 12, Township 21 North, Range 3 East, W.N'.; Thence Westerly along said North line and the North line of Lot 2, Block 7, of Laakota, according to plat thereof recorded in -volume 21 of plats, page 33, recordq_of Ring County, Washington, to its intersection with the Easterly margin of Virginia Avenue; Thence Southerly along said Easterly°margin.to its inter- section with the Easterly -Extension of the North line.of Lot 8, Block 6, said Lakota; Thence Westerly along said North line and its Easterly extension to ics.intersection with the West line of said Block 6; Thence Southerly along said West line to its intersection with the North line of the South 1/2 of the NW 1/4 of said Section 12; Thence Westerly along said North line to its intersection with the West line of said Section 12; Thence Southerly along said West line and the west line of Sections 13 and 24, all in Township 21 North, Range 3 East. W.N:, to its intersection with a line which is 825 feet South of and parallel with the North line of said Section 24; Thence Easterly along.said parallel line.to its intersection with a line which is 150 feet Last of and parallel With the East line of the West 1/2 of the west 1/2 of said .ection 24; -2- 'r. -.__"'r. --Then-cc.Southe'rly along said:•paeallel line to its inter- section wit tt vL: SGuthweate*tn boundary. line -a,f King County; Thence Southeasterly along "id.t;vk,...3a:y line to #te inter- section with -the East.line•of Ss.ctiori:25, Township 21 North, Range- 3 Bast, w.x., which is al so the west line of Section 30, Township 21 North,'Range 4•East, W,N.;', Thence ebnt inning • SonthOASterly-aioisg said boundary line through'5ections 34 and 31, to its intersection with the•West %D line,of Section 3x; ON Thence Southerly -along said -Nest line to ito intersection with the South line-vf said Section 32; j Thence Zasterly along said South line, and the South line of. Sect ions 331.34 and 35 to a point -.which is 600 rfeet-Easterl;, CO of -the 'aautbwegt-corner -of the Sit 1/4 of the &N 1/4 of said Section'35 all in Township 21 Borth, Range 4 East, W.K.:, 'thence Northerly to a point on.the South.l-ine of the North 1/2 of the said SE 1/4 of the SW 1/4 which is 450 feet Easterly of the Southwest corner'thereof; Thence No- thorly _to a point on -;the South line' of the -North 1/2 of the said SW 1/4 which is 350 feet Easterly of the West •line -o€ -the East 1/2 of -.the' said SW 1/4; -Thence Easterly 'along sa.3 South iine to a point -which is 30 feet Southerly of, and at right angles to, a point on the South line of Lot 6, Block 17, of C.D. Hillman's Pacific City Addition to City -Of Seattle; iivision No. 1, according to plat thereof recorded in voluee 13 of plats, page 64. records of King County, Washington, Which is 275 feet Easterly of the Southwest corner thereof; Thence Northerly to a point bn the North line of said Lot 6 which is 240 feet Easterly of the Northwest corner thereof; Thence Westerly 240 feet along said'North line to its intersection with the East line of Lot 5, said Block 17; Thence'Northerly along said East line to the Southeast corner of Lot 10, said Block 17; Thence Westerly along the South line of said Lot t0 to the Southeast corner of Lot 11, said Block 11; Thence'N-3rtherly along; the East line of said Lot 11 to its intersection with a line which is 150 feet Southerly of and parallel with the -North line of said. Lot 11; Thence Westerly along said parallel line to is intersection with the West line of said Lot 11; - Thence Northerly along said West line and its Northerly extension to its intersection with the South line of Lot 3, Block 180 of said C.D. llillman's Pacific -City Addition to City of Seattle, Division No. 1; Thence Easterly along said South line to the Southwest corner of Lot 4, said Block 18; Thence'Northerly along the West line of sa:-d Lot 4 to its intersection with a line .which is 150 feet Northerly -of and parallel with the South line of said Lot 4; Thence -Easterly along,'said parallel .line to 'its fhtersedtion with the West line of Lot 5,_ said Block 181; -3- �lrfmtl�tr.�tiB�dW. w •fit _ ^ ..PUP .. �. _ . ...H _ _ 7 Thence Northeasterly to a.point on the East line of said Lot S which.is-V60 feet.Southerly.of the- Northeast -corner thereof $'fiance Northerly along said:�ast line 100-feet-to- the. _ Southwest corner'of Lot 8.-said Block 18; - Taance Easterly along the -South line of said Lot 8 to . its -intersection with a line which is '120-feet.Easterly of and paiaAlel.'vit-h the.'Kest..line. .of -said. Lot 8; Thence Northerly along 'said parallel line to -its intersection with tie South line of the North 1/2•of the Nw t/4 cf said 0 Section 35, which is•also the North line of the Town of'Facific and the South line, of Jovita Heights, according to plat -thereof precoMed in volume 30 of plats, pages 124, 128, 12C, 1?0, 12E. and 12F., records of King County, -,Washington; io %wfice-North-89'46'09'.kokst along -said South -line to a point_. whicb• is tiouth 0?13151• Nest. from a' point on the southline of Lot 36,'Block 143, said. Jovita Heights, which -is 250 feet Easterly _ of the Southwest corner (hereof; Thence North 0'13151*1 Bast to the said South line of Lot 36; " Thence Northwesterly to a poiht on -the Northwesterly -line of said Lot 36,which is 250 feet Northeasterly of the Southwest r corner thereof; Thence Northeasterly to the Northeast corner of Lot 35, said Block 143; Thence Northwesterly along the Northeasterly line of Lots - 35 through•26, sa_d Block 143 to the most `Northerly corner of said Lot 26; Thence Northerly along the Easterly line of Lots 13 through 4 said Block 143, to its intersection with the South line of Lot 3. said Block 143; Thence E,st'erly°along said'South line and its'Easterly t - extension.to its intersection with the :centerline of Oregon i Drive; Thence Northerly along said centerline to its intersection with the Sbufhwasterly extensior of the 'South line of Lot 10, Block 145,:said .Jovita Heights; f Thence Northeasterly along said South line and its South- westerly extension to.the most Easterly corner of said Lot 10; Thence Westerly along the North line of said Lot 10 and its Westerly extension to its intersection with the centerline of Ohio Drive; Thence Northerly along said centerline to its intersection wish the Southeasterly extension of the -Northerly line of Lot - 39, Block 146, said ]❑vita Heights; Thence -Northwesterly along'said Northerly line -and its southeasterly extension to the most Northerly corner of said Lot 39; Thence Southwesterly 35 feet more or less to an angle point on'the centerline of Oregon Drive; Thence North 6 V02'21" West along said centerline 75.97 feet; -4- Thence continuing along said centerline 80u.t.h 89*50*09s West 141.70 feet to its intersect ion- with the centerline of Grandview ljodUvard.,• " Thence ..H6rtherly-- and Nortieasterly AlOnq thecentorline of said Grandview Boulevard to its intersection' with the4orth- weFteirl• extension of. -the Southweiterly-line of Lot 36 said Block 146; Borth_ when S6uthOASterly •along said MorthiMaterly extension!and-tbe S6U_thwesterly line of. sak id Lot 36 :its SoLith4aisterly extension to its intersection with the centerlini.of Ohio-D-Fi4e; Thincle North 71*43129" East along said' cehte'rlitte to 6n 3 angle point the:rein;, Thence continuing along said centerline South 72*5V21' .C. East 123-.27 feet; C-0 Thence .continuing al6n said centerline,North 43745 '39" East 98.66 -feet-, ' Thendie•contknbing along said centerline North 1 '.0.3 11 West 1160.18 'fei?t; Tr .h Northwesterly 45 feet -more or lean-to the most ence Westely corner of Lrot 40, said Block 146; Thence worthe . asterly along the Northwesterly line of said Lot 40 to the most Northerly corner thereof which is also the Southeast corner of T-ot 20, said Block 146; Thence Northerly along the East line of Lots 20 through 6, said Block 146,-to the Northeast: corner of said Lot '6; Thence Westerly along the North line of zsaid Lot 6 and its Westerly -extension to its intersection with the centerline of Grandview Boulevard; Thence Northerly along •said centerline to its intersection with the Westerly extension of the South line of Lot 34, Block 83, said Jbvita Heights-1- Thence Easterly along said Westerly extension and the South line of Lot 34 and. its Easterly extension to its inter- section with the cdnterline of RainierAvenue; Thenci` Northerly along said centerline to its intersection with the Easterly extension of the'i4orth line of Lot 24, said 1. Block 63; Thence Westerly 'along said Easterly extension and - the North I kne of Lot 24 and its Westerly extension to its intersection .with the centerline of Grandview Boulevard; Thence Northerly -along said centerline to its intersection with the centerline of Peansylvania Avenue; Thence Northerly along the centerline of Penniqlvania `Avenue,A,,e to its intersection with the centerline of Grandview Boulevard; -5- _+? Thence Northerly along the centerlina of Grandview Boulevard to its intersection vrith the .forth line of -saki 3ovita- $ei§bts, which. is also the north line of Section4 3,,Township 21:ifort6,, Range 4 .East, W.X. r Thence Westerly aiong the North line of said•Section'23 } to- the Northwest coiner thereof, which is also the Southeast corner of Section 15,-Township 21 West, IF"e 4 East. :W.N.i Thelzee Wsterly along tiie South line of said Section 15 to its interse-etian with the centerline of Military Road; Thence Northwesterly along said centerline to its interser ;. tion with the South line of the.North 1/2 of the SE 1/4 of said Section 15; �w Thence.Eastetly.along said South line and the South line.. _ of the North 1/2.of-the SW 1/4 of Section 14;-Township 21 North, �Q Range 4 East, W.N.,-to'the Southeast corner thereof; q? Thence Northerly 2,64:69 feet along the East line of the said SW 1/4 to its intersection with the centerline'of Mt. View Drive (-South :331st Street); Thence easterly and Northerly. along.: said centerl-ine to. its most Northerly ntertection with the Southerly extension -of a line which is 2fO feet Easterly of-and'parallel with the. West line, of Bi-Crest He. 2 Addition to king Ccunty,'according to plat thereof recorded in i+olume 64 of plats,'page 58, records of Ring County, Washington; Thence Northerly along said parallel line to its intersection with the South line of said Hi-Crest.No. 2 Addition to King County; .Thence Westerly along said South line 210 feet to its intersection with the West line of said Hi -Crest No. 2'Addition to Ring County;-: Thence Northerly along said West line°and the West line, of Hi -Crest Addition to Ring County, according to plat thereof recorded in volume 9�9 of plats,•page 32,•records of King County Washington,`to its -intersection with the South line of the NW 1/4 of the NE 1/4 of said Section 14; Thence Easterly along said South line 39.1 feet to its intersection with the East line of the said NW 1/4 of the NE 1/4 of Section 14; Tbence'Norther-ly along said East line and the East line of the SW 1/4 of the SE 1/4 of Section 11, Township 21 North, R:ancge 4 East, W.M., to its intersection with the North line of the South 1/2 of the south 1/2 of said Sectiob'11; Thence Westerly along said North line to its intersection with the East line=of the West 1/2 of the West 1/2 of said Section 11; Thence Northerly along said East line to its intersection with the South line of the North 1/2 of the North 1/2 of said Section 11; Thence Easterly along said South line to its intersection with the East line of the West 1/2 of the East 1/2 of said Section 11; -6- --- -- .A 4 cox•: Sri,. sz _ .. _ -. - . ...i3:a[ri. _ - �R-�' - �•,• �9 � ..-2�.. - - - - v.: Jr. - - •,•.%,T,•�•.•... .._ �•'^ •'1 'r��S'^1!.�k'?'r�liir Thence Northerly along said.East line and the East .line _ of the Hest 1/1 oP the SE 1,!4 of Sec; inn ?, Township 21 North,F - - !range 4-East. w.M.•, to its intersection :vith-the:.South litre of -' the NW 1/4 of fire SS 1/4 of. the said ,eE .1/4 of. $ectioa 2: "•`- Thence Easterly along said South line -to its -intersection -with the East l ine of tt:e - Said NW 1 /4 of. the SE 1/4 of the SE 1/< of- Section 2;" _ :.;' •,.... Thenee'Northerly, alonq`sa-id.East line to 'its -intersection �x with .the South line..of the SE 1/4. of the HE 1/4 of the said - - D SE 1/4 of Section 2; • - -' - ^-` Thence Easterly along said South line to its intersection with the East line of the Kest 130 feet of the said SE 1/4 of the NE 1/4 of -the SE 1/4 of said Section 2; Thence Northerly aloac' said. _east line to its --intersection co with the .ssouti line of the Noith.1/2 of the said.SE 1/4 of the WE 1/4 of the SE 1/4 of. said Section 2. Thence Easterly along said South line to its intersection with the.East line of said Section, 2; Thence northerly along said East line to its intersection with the -North line of the South 835.56-feet of the-NB-1/4 of said Section 2; Thence Westerly along said Ncrth line to its intersection with a line which is 166.66 feet Easterly of (as measured along the North line of said Section 2) and parallel with the East line of the West-1/2 of -the said WE 1/4 of Section 2; Thence 1+ioriherly-along said parallel line to its intersection with a line which is 836.22 feet -Southerly ❑f•(as measured along the said East line of the West 1/2 of the NE 1/4 of Section 2) and parallel with the'Snuth line of the North 351.12 feet of the said iM 1/4 of Section 2 (as measured along the West line thereof); Thence Easterly alohq said parallel line'33:34 feet; Thence Northerly ,836.22 feet parallel with the said East line of the West 1/2 of the WE 1/4. of Sectioa 2; Thence Westerly parallel with the North line of the said WE 1/4 bf•Seotion-2 to a point on the East line of the NW 1/4 of said Section 2-which is 351.12 feet Southerly of the Northeast corner thereof; Thence Southerly along said East line to its intersection with the South line of the North 450.96 feet of the'said NW 1/4 (as measured along the West line of the East 1/2 of the said NW 1/4); Thence Westerly along the said south line of the North 450.96 feet to its intersection with the following described line: Beginning at the intersection of the North line of theSouth 300 feet'of the SW 1/4'of Section 35, Township 22 North, Range 4 East, IRAC, (as measured along the nest line thereof) with the West line of the SE 1/4 of the said SW 1/41 thence Easterly along said North line 170 feet; thence Southerly �00 feet parallel with the Best line of said SW 1/4 to an'intersection with the 'North line of the NW 1/4 of said Section 2., thence Southerly 300 _eet parallel with the West line of the East 1/2 of the said NW 1/4, thence Easterly 90 feet parallel with the !forth line of the said NW 1/4, thence'Southerly 150.96 feet parallel with the Test line of the -East 1/2 of the said NW 1/4 to the said intersection with the South line of the North 450.96 feet; -7- 3 .-NIZ]�F--.—FMAY.Y`.'_ __:.s!'T t?+?. 'C.':. ' :1.' - •.ate: vr,r �s_".'•r..prt�'G,S _ - :a1yF':wr: 3!? rh Y..:..+w —�-�•i:!R mot. .3-_- Y J.. - Thence Northerly 150.96 feet -parallel with the West line . of the East 1/2 of the said -NW 1/4.- Thence Westerly 90 feet parallel with the North line of the Y_ said NR 1/4:.. .. r- - Thence Northerly 300-feet parallel with the -.West line of the East.1/2 of the said NN 1/4 to an intersection with the South line of the SW 1/4-of said Section 35; Thence Northerly 300 feet parallel•with the West Iirie.of o the said Su 1/4: O Thence Westerly 170 feet parallel with the South line of_-. the-siid SW IA to an intersection with the East line -of -the SW 1/4 of the said SW 1/4 of Section 35; 03 - Thence eontinaing Westerly parallel with the South line = of the said SW 1/4 of section 15• to an intersectibie frith- the East line of the Hest 150 feet of the SE 1/4 of ibe SW 1/4 -of the said SW 1,' of Section 35; Thence No along said East line to .its intersection , with the North line of the said SE.1%4 of'the SW 1/4 of the SW 1/4 of Section 35; -- Thence Westerly along said Borth line to its intersection =.ti with the East line of the 114 of the SSd 1/4 of the •5v? 1/4 of Sect -ion 35; F Thence Northerly along said East line`to its intersection with the North line of the South 1/2 of the said NW 1/4 of the SW 1/4 of the SW 1/4 of Section 35; Thence Westerly along said North line to its intersection with•the East line of the SE 1/4 of -Section 34, Township 22 North, Range 4 East, W.M.; Thence Northerly along said East line to its intersection with the North line of the said SE 1/4; Thence Westerly along said -North line to its intersection with the West line of the East 1/2 of the NW 1/4 of the said SE 1/4; Thence Southerly along said west line to its intersection with the North line of the South 1/2 of the NW 1/4 of the said SE 1/4; Thence Westerly -along said North line to its intersection with the West line of the said SE 1%Cof Section 34; Thence Southerly along said West line to its intersection with the North line of the South 1/2 of the South 1/2 of said' Section 34; Thence Westerly along said North line and thlr North 'line of the South 1/2 of the So.ith_ 1/2 of Section :•3, Township 22 North:. Range 4 East, N.M., to its intersection with the West?rly margin of Primary State Highway No. i !SR Thence Northerly along said We=:erly m-rain to ;'inter- section.with the North line of•the A 1/4 :f said Section,33; Thence Westerly along said No;:th lire .l.a Southeast corner of the NW 1/4 of said Section " -8- i '4 '1.4. _ . •l ...�t�iT7• tit'b Y� .,•�w.1d'� •"e- —_�hw. Thence Northwesterly to the Southeast corner of the West 1/2 of the.NE 1/4 of the said. NW 1/4; Thence Westerly.along the South -line of the sale west 1/2 to its intersection with the East lint of the -West 1f2 of .. - the said Hest 112 of the NE 1/4 of .the NW 1/41. Thence Northerly along said East line to its intersection with the North line of the South 1/1 of the said NE 1/4 of the Thecae Westerly a16ng said North line to its intersection ' with the West line of -the- East -V/2 of the •said NW 1/4, :' Thence Southerly along said West line to its -,intersection with the North line of the South 1/2 of the-said'NW V4; O Thence westerly along -said North line to_its intersection with the centerline of Primary state Highway No. 1 (C.S. Bigh►ia-1 CO 991; Thence Southerly along said -centerline to its intersection with the North line of the..SN: 0 of said- Section` 33; Thence Westerly along said North line and.the North line of. the SE 1/4 of Section 32, Township 22 North, Range 4 East, N.K., to its intersection,with the west line of the East 1/2 o€:the East 1/1 of the said SE 114; Thence Southerly along said West line to its intersection with the North line of the SE 1/4 of the said SE 1/4'of Section 32; Thence Westerly along said North line to its intersection with the Northerly extension of the -Westerly margin of 13th Avenue South (Asbury Avi2nue); Thence Southerly along said Westerly margin i::d its Northerly and Southerly extensions to its intersection with the South line of the said SE 1/4 of Section 32; Thence Westerly along said South line to its intersection with the centerline of Redondo way South. Thence Northerly along said centerline to its intersection with the Easterly extension of the North line of-Lot:70, of Marine H4118 East, according to plat thereof recorded in volume 87 "of plats, pages 76 and 77, records of King County,.Nashington; Thence Westerly along said North line and its Easterly extension, and continuing Westerly and Southerly along the Northerly and Westerly line of said Marine Hills East to t`he most Northerly corner of Lot 76, said Marine hills East, which is also the most Easterly corner of Lot 6, of Marine Efills No- 17, according to plat thereof recorded in volume 98 of plats, pages 50, 51 and 52, records of icing county, Washington; Thence Northwesterly and Southwesterly along the North- easterly and Northwesterly line of said Marine Hills No. 17 to the Northeast corner, of Panne Hills west, according to plat thereof recorded in volume 98 of plats, pages 53, 54 and 55, records of King County, Washington; Thence westerly, Southerly and Easterly along the Northerly, Westerly -and Southerly line of said Marine Hills West to its intersection with the West line of the East 1/2 of the NW 1/4 of Section 5,.Township 11 North, Range.4 East,. W.M:; -9- yyam-^ _ - - Y +� .fir �4{• �.Y •.y_p'�...r. 1~ ice.'-'�' , + -? v .. .� .. - e • Thence Southerly alona said West -line to its intersection - with the North line* of the South 1/2. of the- sajA )lit 1/4. Thaare Westerly along said _North lint to its intersection_ with the East line of Section 6, Township 21-lip ':h,•Range 4 .' East, W.M.;. _ _ Thence Southerly along said Bast line. -to the.Northeast corner of the SS 1/4 of -said Section 6 and the.-Poiat of gegfnhtng; . 71 "'j Ate. CO WIN • ri - s r • i' -10- 20150611001189 001 WHEN RECORDED RETURN TO: Name: VladimirChemikov Address: 37830 27th Place S Federal Way, WA 98003 201 -F OLDO6i10 1 REPUBLICi QLQ 72.00PAGE-001 OF 001 06/11/2015 113:47 KING COUNTY, UA Escrow Number: 682805RT Filed for Record at Request of. Rainier Tide, LLC ,1-� 2- OLD REPUBLIC TITLE LTD QUIT CLAIM DEED pn-1W�3& THE GRANTORS) Elena Lisitsyna a married woman whose husband is Vladimir Chemikov for and in consideration of To Establish Separate Property, conveys and quit claims to Vladimir Chemikov, a married man, as his separate estate the following described real estate, situated in the County of King State of Washington together with all after acquired title of the grantor(s) herein: Lot 3, King County Short Plat No. 675058, according to the Plat thereof recorded under Recording No. 7510230610, records of King County, Washington. Situate in the County of King, State of Washington. Abbreviated Legal: Tax Parcel Number(s): 0721049097 Dated: June 2, 2015 STATE OF WASHINGTON SS. COUNTY OF King E2736080 05/11/2015 16:46 KING COUNTY, un SALE $1e.00 j810, PAGE-001 OF 001 I certify that I know or have satisfactory evidence that Elena Lisitsyna Ls/are) the persons) who appeared before me, and said �(s) acknowledged that he/she/they signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in this instrument Dated: ( !I at "I KIM M. PLISCHKE STATE OF WASHINGTON NOTARY PUBLIC MY COMMISSION EXPIRES 07-14-15 Name: t"'-JI {I, `r ( 1 � Utz, Notary Public in the Slate of �(J Residing in My Commission Expires: LPB 12-05 (i-I) Rev. 12/2006 20150611001187.001 WHEN RECORDED RETURN TO: - Name: Vladimir Chemikov and Mikhail Lisitsyn and Nikolay Buriakov Address: 37830 27th Place S Federal Way, WA 98003 20150611001187 OLD REPUBLIC T WD 73.00 PAGEOF 002 06/12/201/2015 16:46:47 KING COUNTY, UA OLD REPUBLIC TITLE LTD Escrow Number. 682805RT Filed for Record at Requ t ofRarnler 77tte, LLG C)�-1� 3sSTATUTORY WARRANTY DEED THE GRANTOR(S), Shannon Enrich, a married woman, as her separate estate and Stanley R Ulrich, her husband for and in consideration of Ten dollars and Zero cents ($10.00) and other good and valuable consideration in hand paid, conveys, and warrants to Vladimir Chernikov, a married man, as his separate estate and Mikhaii Lisitsyn, an unmarried man and Nikolay Surtakov, a married man, as his separate estate the following described real estate, situated in the County of fling, State of Washington: Lot 3, King County Short Plat No. 675058, according to the Plat thereof recorded under Recording No. 7510230610, records of King County, Washington. Situate In the County of King, State of Washington. subject to: See attached Exhlbit A, which is made a part hereof by this reference. Abbreviated Legal: Tax Parcel Number(s): 0721049097 Dated: 2015 r Shannon Ulrich " l , Stanley R. Ulric E2736074 06/11/2015 16:41 KING COUNTY, UATAX 2 319.00 SALE $1 0,000,00 PAGE-001 OF 001 LPB 10-05 (H) 20150611001187.002 P STATE OF ' o orr, ss. COUNTY OF #.- /I I certify that I know or have satisfactory evidence that Shannon Ulrich and Stanley R. Ulrich is/are the person(s) who appeared before me, and said person acknowledged that helshelthey signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in this instrument. Dated: j7f'! e `I , a-d;, /S— No#ary Signature: Notary Printed or Typed Name: Notary Public in the State of Residing in My Commission Expires: LUKE F PRATT WTARY PUR C for the SEAL : , Rey Slats of ding at Hwe, Mondsa riot My Commisr M Eq*ft Juns 11, 2MB LPB 10-05 (FQ 20150611001188.001 t1 WHEN RECORDED RETURN TO: Name: Nikolay Burlakov Address: 5115 NE 6'" Circle Renton, WA 98059 Escrow Number. G82805RT Filed for Record at Request of. Rainier Title, LLC yl i� S 20150611001188 OLD REPUBLIC T OCO PAGE-001 OF 002 73.00 06/11/281g 16.47 KING COUNTY, UA OLD REPUBLIC TITLE LTD QUIT CLAIM DEED THE GRANTOR(S) Yelena Burlakova a married woman whose husband is Nikolay Burlakov for and in consideration of To Establish Separate Property, conveys and quit claims to Nikolay Burlakov, a married man, as his separate estate the following described real estate, situated in the County of King State of Washington together with all after acquired title of the grantor(s) herein: Lot 3, King County Short Plat No. 675058, according to the Plat thereof recorded under Recording No. 7510230610, records of King County, Washington. Situate in the County of King, State of Washington. Abbreviated Legal: Tax Parcel Number(s): 0721049097 Dated: June 2, 2015 Yelen 11 riakova STATE OF WASHINGTON ss. COUNTY OF King E2736078 06/11/2015 16:44 KING COUNTY, UA SaLE j10.00 je.00 PAGE-001 OF 001 I certify that I know or have satisfactory evidence that Yelena Burakova (is/are) the person(s) who appeared before me, and said person(s) acknowledged that he/she/they signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in this instrument. Dated:atq_ q KIM M. PLISCHKE STATE OF WASHINGTON NOTARY PUBLIC MY COMMISSION EXPIRES 07-14-16 Name: I -/_ K 9 Notary Public in the State -of {� Residing in My Commission Expires: r LPB 12-05 (W) Rev. 12/2006 20150611001188.002 EXHIBIT A Lot 3, King County Short Plat No. 675058, according to the Plat thereof recorded under Recording No. 7510230610, records of King County, Washington. Situate in the County of King, State of Washington. At CITY OF Federal Way DATE: March 23, 2017 TO: FILE FROM: Kevin Peterson RE: Downstream drainage - Chernikov Short Plat—16-102595-SU On March 14, 2017, Cole Elliott and me met with the owner of the property at 521 SW 316' St (just north of the Chernikov property). The purpose of the meeting was to discuss the drainage from the Chernikov site, as it was being proposed to run a storm drain line across his property and tie into the City system on 316t'. The owner was concerned about the existing drainage system and its ability to handle the new runoff from Chernikov. We noted that the Chernikov drainage pond was being designed/built to the required Level 3 (Flood Problem) flow control standard. I noticed at that time that if the existing system City drainage system in 316'h were to overflow, the natural topography downstream would route the water towards Mirror Lake in a dispersed manner, crossing driveways and yards, and potentially entering the crawlspace of adjacent buildings. This would be considered a `Type 1 Drainage Problem', as defined in the 2016 KCSWDM. According to Table 1.2.3.A of the 2016 KCSWDM, if applying the Flood Problem Flow Control standard, for a Type 1 Drainage Problem, no additional mitigation is needed. cc: Project File CLOSURE ON CHERNIKOV Date: March 9, 2017 BOUNDARY North: 119791.8562 East: 1266092.3128 Line Course: S 88-46-32 E Length: 256.50 North: 119786.3751 East: 1266348.7543 Line Course: S 01-05-19 W Length: 164.22 North: 119622.1847 East: 1266345.6343 Line Course: N 88-45-18 W Length: 256.50 North: 119627.7579 East: 1266089.1948 Line Course: N 01-05-19 E Length: 164.13 North: 119791.8582 East: 1266092.3131 Line Course: S 07-42-29 W Length: 0.00 North: 119791.8582 East: 1266092.3131 Perimeter: 841.35 Area: 42,110 S.F. 0.97 ACRES LOT 1 North: 119761.0874 East: 1266094.2286 Line Course: S 88-46-32 E Length: 88.50 North: 119759.1962 East: 1266182.7084 Line Course: S 01-05-19 W Length: 133.44 North: 119625.7803 East: 1266180.1732 Line Course: N 88-45-18 W Length: 88.50 North: 119627.7032 East: 1266091.6941 Line Course: N 01-05-19 E Length: 133.41 North: 119761.0891 East: 1266094.2287 Line Course: S 03-44-14 W Length: 0.00 North: 119761.0891 East: 1266094.2287 Perimeter: 443.85 Area: 11,805 S.F. 0.27 ACRES RESUBMITTED MAR 16 2017 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT LOT 2 North: 119759.1962 East: 1266182.7086 Line Course: S 1578.2321 E Length: 84.75 North: 119757.3852 East: 1266267.4393 Line Course: S 19.3531 W Length: 133.47 North: 119623.9393 East: 1266264.9035 Line Course: N 1577.8667 W Length: 84.75 North: 119625.7807 East: 1266180.1735 Line Course: N 19.3531 E Length: 133.44 North: 119759.1966 East: 1266182.7087 Line Course: S 212.0336 W Length: 0.00 North: 119759.1962 East: 1266182.7086 Perimeter: 436.4104 Area: 11,310 S.F. 0.26 ACRES LOT 3 North: 119757.3852 East: 1266267.4395 Line Course: S 1578.2321 E Length: 80.75 North: 119755.6596 East: 1266348.1711 Line Course: S 19.3531 W Length: 133.50 North: 119622.1837 East: 1266346.6348 Line Course: N 1577.8667 W Length: 80.75 North: 119623.9382 East: 1266264.9038 Line Course: N 19.3531 E Length: 133.47 North: 119757.3842 East: 1266267.4396 Line Course: N 53.5768 W Length: 0.00 North: 119757.3852 East: 1266267.4395 Perimeter: 428.4710 Area: 10,780 S.F. 0.25 ACRES TRACT A North: 119790.9050 East: 1266136.8187 Line Course: S 1578.2321 E Length: 211.98 North: 119786.3752 East: 1266348.7503 Line Course: S 19.3531 W Length: 30.72 North: 119755.6607 East: 1266348.1666 Line Course: N 1578.2321 W Length: 212.06 North: 119760.1922 East: 1266136.1560 Line Course: N 21.7679 E Length: 30.72 North: 119790.9052 East: 1266136.8115 Line Course: S 1565.9701 E Length: 0.01 North: 119790.9050 East: 1266136.8187 Perimeter: 485.4872 Area: 6,515 S.F. 0.15 ACRES TRACT B North: 119791.8028 East: 1266094.8123 Line Course: S 88-46-32 E Length: 42.02 North: 119790.9049 East: 1266136.8227 Line Course: S 01-13-28 W Length: 30.72 North: 119760.1919 East: 1266136.1662 Line Course: N 88-46-32 W Length: 41.94 North: 119761.0881 East : 1266094.2358 Line Course: N 01-05-19 E Length: 30.72 North: 119791.8026 East: 1266094.8194 Line Course: N 88-05-09 W Length: 0.01 North: 119791.8029 East: 1266094.8094 Perimeter: 145.41 Area: 1,290 S.F. 0.03 ACRES RIGHT OF WAY DEDICATION North: 119791.8028 East: 1266094.8123 Line Course: S 01-05-19 W Length: 164.13 North: 119627.7024 East: 1266091.6940 Line Course: N 88-45-18 W Length: 2.50 North: 119627.7567 East: 1266089,1946 Line Course: N 01-05-19 E Length: 164.13 North: 119791.8571 East: 1266092.3129 Line Course: S 88-46-32 E Length: 2.50 North: 119791.8037 East: 1266094.8123 Line Course: S 01-14-05 W Length: 0.00 North: 119791.8037 East: 1266094.8123 Perimeter: 333.26 Area: 410 S.F. 0.01 ACRES 1lesm8kengAesm jobs11876\001\0151documenticalo-001.doc so U) A PORTION OF THE SE 1/4 OF SEC. 7, TWP 21 N, RGE 4 E W.M. EX OUTLET PIPE TO BE DETERMINED EX SDCB TYPE 1 TG=307.92 D-0- EX SDCB TYPE 1 IE=304.73 (N) TG=307.91 IE=304.77 8"0 CPP (E) IE=305.43 8"0 CPP (W) IE=305.47 12"0 CPP (S) EX 31 LF 12" CPP 0 S=2.1 % EX 20 LF 12" CONC @ S=0.8% SW 316TH ST EX SDCB TYPE 1 TG=307.97 IE=305.62 12"0 CONC (N) F81 SCALE: 1 It= 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' 4' HIGH 6' IGH CHICKEN WIRE FENCE 2' WALL (TYP.) 3' HIGH CHAINLINK FENCE WIRE FENCE — TW=313.0 4' HIGH, 6"X6" SHED ED BW=31 1.0 WIRE FENCE AT cr) TRACT ---------------- B ----------------------------- --- 309- OPENSPA E IE-309.50 TRACT A z TRACT 13 LF 12 SD @ IE=309.50 ------------ V) TRACT -------- 6' CHAIN LINK 03 L� 1,290 SF 0.5% W/RIP RAP ---- STORMWATER z J 14" (SP) V) -------- FENCE 75, 00 E—) x 2,780 S.F.(3) 6" SS SERVICE PGIS Llj 7 TAPS IF-=305.9 ACCESS DRIVE Az .2RED / s —s S, 0— -s —s 6" SS @ 2.0% MIN (TYP) SAWCUT V--------- ------------------------ ----------------- 0 0 0 CD SDCB TYPE 1, 48"0 0 DOWNTURNED ELBOW -50 v '0 'Poll, 0 V ........ 0/6'1 G Hl —TRACT A STORMWATER TRACT SEDIMENT STRUCTURE',, 0000 c� 4" DEPRESSED PROPOSED VERTICAL 0 C:,- RIM=313.50 0 )0 0 ch CURB CURB AND 5' SIDEWALK IE=309.57, 12"0 (N) 0 0 O,O. 0 1 0 0 0 GEOGRID GRASS SSCO EXISTING WATER METER TO SURFACE TURN (2) NEW WATER BE UTILIZED FOR LOT 1 0 0 AROUND (TYP) METERS FOR LOTS 2 & 3 PER LAKEHAVEN 315 A UTILITY DISTRICT C2) \—ACCESS & iA UTILITY LOT 2 LOT 3 LOT 1 ROCKERY 2.5' ROW PAD EL=317.5 EASEMENT PAD EL=316.9 PAD EL=316.9 .0 e DEDICATION 2,500 S.F. IMPERVIOUS 2,500 S.F. IMPERVIOUS 2,500 S.F. IMPERVIOUS ROOF AREA ROOF AREA w. ROOF AREA cc, ROCKERY z z 3' HIGH SPLIT Ld RAIL FENCE uj BLOCK 7" (FR) RETAINING WALL COLUMN 00 c x o PROPOSED TREES (TYP) 20 TOTAL #,PPARENT 0.45' . . . . . . E44CROACHMENT NOTE: > /�aPaAREP2T7 '18" (AL (CT EACH LOT MUST LIMIT DRIVEWAY CONSTRUCTION TO LESS THAN 750 S.F. PGIS PER LOT. 6' H GGR D F30 6' HIGH BOARD FENCE -01 JL COLUMN TRANSITION FROM VERTICAL 00 z SHED; ct� G DRIVEWAYS ARE SHOWN FOR REFERENCE ONLY. TO ROLLED CURB D EXISTING TREES bi < 0 TO BE RETAINED < < 1 0 3: RESUBMITTED ct Ld m uj zMAR 16 2017 z CITY OF FEDERAL WAY B COMMUNITY DEVELOPMENT C2 o. REVISIONS NO. DESCRIPTION/DATE BY 1 SUBMITTAL #2 CK CITY COMMENTS 2 SUBMITTAL #3 03/10/2017 ESM PAO 51 88 Q/sTE?,'0 .4� S�ONAL 0) :3 00 rl 'n 000) cli 41 2 W cc Ill G c NLu c z (D Z LO 0 Lu C\I ce) 0 0 41 0c (D B 00 CO 0) z E E > 0 cz z0" > 90- o w 0 IT"a co co LLa) E w 0 0, 0 -y 0 m3: c w < z n z 0 O W z 0 Li rlr w T W F- > z ry oW Z (D z UJI z cc < W z T Ld ry Q- JOB NO.: 1876-001-015 DWG. NAME: GR-01 DESIGNED BY: JWB DRAWN BY: JWB CHECKED BY: CTK DATE: 03/10/17 DATE OF PRINT: c 1 OF 2 SHEETS 340 335 330 325 320 315 310 305 300 04 330 325 320 315 310 305 A PORTION OF THE SE 1 /4 OF SEC. 7, TWP 21 N, RGE 4 E W.M. 340 335 330 325 320 315 NOTE: FINISHED GROUND FOR INDIVIDUAL LOTS IS ASSUMED TO BE MINIMAL FROM EXISTING GROUND AS SHOWN HERE, AND BASED ON 310 ARCHITECTURAL AND LANDSCAPING FINAL DESIGN. 305 2+00 300 -- 3+00 SECTION A -A SCALE: 1 "=20' HORIZ. 1 "=5' VERT. w� z J 'w Z J n E�ISTING GROUND PROPOSED SHARED; ACCESS DRIVE I � 0- PROPOSED _ GROUND PROPOSED REINFORCED CONCo TE WALL P C OPOSED REIN NCRETE WAL ORCED PROPOSED ETENTION PO D 300 0+00 1+uu SECTION B-B SCALE: 1 „=20' HORIZ. 1 =5 VERT. 2+00 330 325 320 315 310 305 300 2+50 V:�k�Federal W..ay SHORT PLAT NO. 16-102595-00-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of interest in the land hereby short subdivided, hereby declare this short plat to be the graphic representation of the short subdivision made hereby, and do hereby dedicate to the public forever all the easements and tracts shown on this short plat for all public purposes as indicated thereon, including but not limited to parks, open space, utilities and drainage unless such easements or tracts are specifically identified on this short plat as being dedicated or conveyed to a person or entity other than the public, in which case we do hereby dedicate such easements, or tracts to the person or entity identified and for the purpose stated. Further, the undersigned owners of the land hereby short subdivided waive for themselves, their heirs and assigns and any person or entity deriving title from the undersigned, any and all claims for damages against the City of Federal Way, its successors and assigns which may be occasioned by the establishment, construction, or main— tenance of roads and/or drainage systems within this short subdivision other than claims resulting from inadequate maintenance by the City of Federal Way. Further, the undersigned owners of the land hereby short subdivided agree for themselves, their heirs and assigns to indemnify and hold the City of Federal Way, its successors and assigns, harmless from any damage, including any costs of defense, claimed by persons within or without this short subdivision to have been caused by alterations of the ground surface, vegetation, drainage, or surface or sub —surface water flows within this short subdivision or by establishment, con— struction or maintenance of the roads within this short subdivision. Provided, this waiver and indemnification shall not be construed as releasin the City of Federal Way, its successors or assigns, from liability for damages, including the cost of defense, resulting in whole or in part from the negligence of the City of Federal Way, its successors, or assigns. This subdivision, dedication waiver of claims and agreement to hold harmless is made with the free consent and in accordance with the desires of said owners, IN WITNESS WHEREOF we set our hands and seals. VLADIMIR CHENIKOV MIKHAIL LISITSYN NIKOLAY BURLAKOV Name State of Washington ) ss. County of ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Printed name Dated My appointment expires State of Washington ss. County of ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Printed name Dated My appointment expires RECORDER'S CERTIFICATE ................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ............................................. I.......................... Mgr. Supt. of Records APPROVALS: KING COUNTY CITY OF FEDERAL WAY DEPARTMENT OF ASSESSMENTS Examined and approved this ___ day of 20--__ Examined and approved this ___ day of __ Deputy Public Works Director Examined and approved this _--- day of _ 20---_ Community Development Director KING COUNTY HEALTH DEPARTMENT Examined and approved this _ day of -----_ , 20--_ NAME PROPERTY DESCIPTION LOT 3, KING COUNTY SHORT PLAT NO. 675058, ACCORDING TO THE PLAT THEREOF RECORDED UNDER RECORDING NO. 7510230610, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PAGE, THOMAS K. 0721049117 JOHNSON, ANNE 0721049186 SEAM, RAKESH M. & SANTOSH R. 0721049096 n LAKEHAVEN UTILITY DISTRICT 0721049095 i " SCALE: 1" = 60 0 30 6 Assessor Deputy Assessor Account Number N 88'47'38" W i S.W 316TH ST _T_ 30, 130, RECORDING NO. VOL./PAGE 20--_— SCALE: 1 inch = 60 ft. 30 0 60 120 PORTION OF _ S W._..1 /4 of VERTICAL DATUM NGVD 29 BASIS OF BEARINGS AN OBSERVED BEARING OF N 88'37'56" W BETWEEN FOUND MONUMENTS AT THE SOUTH QUARTER AND SOUTHEAST CORNER OF SECTION 7 WAS HELD AS THE BASIS OF BEARINGS FOR THIS SURVEY 0 n SE_1/4, S.— 7 _ T._21—N R. 4-E_ VICINITY MAP NOT TO SCALE 1 S 312111 Sr SW 314M PL SIN 31e1H PL SW 316M Sr SW317MST � SITE SW 3flM PL sw 3zoM sr sW 32dM Sr MILLER, SURVEY INSTRUMENTATION: EDWARD D. KRAGE THOMAS THACKER, JONES, ARTHUR SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY DOCUMENT 0721049222 0721049223 JACK L. 0721049165 UTILIZED ALL OR A PORTION OF THE FOLLOWING EQUIPMENT: M— 0721049166 w vv 1 Q" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-130-100 0) M N CV LEICA SYSTEM 500, REAL TIME KINEMATIC (RTK) GPS. L` TOPCON HIPERLITE/PLUS, RAPID STATIC GPS UTILIZING OPUS POST > PROCESSING PROCEDURES. ww o N PROCEDURE USED : FIELD TRAVERSE WITH ACCURACY MEETING OR N '` CHERNIKOV & EXCEEDING THE REQUIREMENTS OF WAC-332-130-090 0 0 f— LISITSYN & JONES, BURLAKOV JACK L 001 (0 0721049097 0721049148 EXCEPTIONS TO TITLE zz LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM STEWART TITLE GUARANTY COMPANY SUBDIVISION GUARANTEE NO. 690074RT DATED MAY 16, " 2016. IN PREPARING THIS PLAT, ESM HAS NOT CONDUCTED AN INDEPENDENT TITLE 200 _ ! SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS PLAT. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED SUBDIVISION GUARANTEE TO PREPARE THIS PLAT AND THEREFORE QUALIFIES THE PLATS 1 1 ACCURACY AND COMPLETENESS TO THAT EXTENT 1-6. VESTING MATTERS, NOT REPORTED HEREON. w BEAL, VICKII L. 7450800010 GORICH, PAVEL & LYUDMILA PARK, DAL KINYANJUI, & IN 0. NORMAN & SUSAN 7. SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS 7450800020 7450800030 7450800040 OR OTHER SERVITUDES, IF ANY AS CONTAINED IN INSTRUMENT RECORDED UNDER w RECORDING NO.. 7510230610, Lfio `� SURVEYOR'S NOTE: ORIGINAL SHORT PLAT FROM WHICH THE SUBJECT PARCEL WAS - � CREATED CONTAINS NO PLOTTABLE EASEMENTS. i rn 8. NOT REPORTED HEREON. _10. 0 in `O `�0, o 658.50' \` FOUND CASED MONUMENT 3" BRASS DISK WITH PUNCH, DOWN 0.6' (NOVEMBER 2015) N 88*45' 14" W N 10.69' S.W. 317TH PL. N W LINE OF THE NE 1/4, SW 1 /4, SE 1 /4, SECTION 7 TWP. 21 N., RGE 4 E. N 8838'03" W 2634.05' (141) N 88°37'56" W 2634.04' (ESM) BASIS OF BEARINGS FOUND CASED MONUMENT 3" BRASS DISK WITH PUNCH, DOWN 1.0' (NOVEMBER 2015) 7 8 —18 17 SECTION 07 W Q TOWNSHIP 21 NORTH RANGE 4 EAST, W.M. J O DRAWING NAME: Esm8\engr\ESM—JOBS\1876\001 \015\SURVEY PLOTS\SP-1.dwg > LAND SURVEYOR'S CERTIFICATE CONSULTING ENGINEERS LLC This Short Plat correct) represents a survey made b y P y y me or under my direction in conformance with the requirements of .the pro riate State and City 334008THAVE, Suite 205 Federal WaY, WA9soos www.esmcivil.com I ® I +'' FEDERAL WAY (253) BM-6113 EVERM (425) 297-99W Statute and 0 mane in May, 2016 CWg Engineering Public Works Land Surveying ( Project Management Land Planning I Landscape Architecture Cert' ricat No. 44925 RESUBMITTED CHERNIKOV MAR 16 2017 SHORT PLAT CITY OF FEDERAL WAY M-1 m DWN. BY DATE JOB NO. SAF RFG 3 09 2017 1876-001-015 CHKD. BY SCALE SHEET ZTL N/A 1 1 OF 3 CIT Federal Way SHORT PLAT NO. 16-102595-00 SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON EXCEPTIONS PROVISIONS El -EASEMENT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF LOTS 1, 2 AND 3 AS CREATED BY THIS SHORT PLAT TRACT A TRACT A, AS DEPICTED HEREON IS RESERVED FOR STORM DRAINAGE TO LOTS 1, 2 AND 3 AS CREATED BY THIS SHORT PLAT. TRACT B TRACT B, AS DEPICTED HEREON IS RESERVED FOR OPEN SPACE AS CREATED BY THIS SHORT PLAT. SURVEY REFERENCES R1-KING COUNTY SHORT PLAT NO. 575058 RECORDED UNDER RECORDING NO. 7510230610 R2-PLAT OF ROWLAND HEIGHTS VOL. 102 OF PLATS, PAGE 1, RECORDED UNDER RECORDING NO. 772010448. LEGEND 0 = FOUND REBAR AND CAP AS NOTED 0 = SET REBAR AND PLASTIC CAP MARKED "ESM LLC 35142/44925" R = RADIUS A = DELTA L = ARC LENGTH (R) = RADIAL BEARING < > = RADIAL BEARING AT LOT CORNER >>= DISTANCE MONUMENT TO MONUMENT Q = INDICATES NOTE NUMBER ON SHEET 2 OF 5 0 = INDICATES EXCEPTION NUMBER ON SHEET 2 OF 5 O = INDICATES EASEMENT PROVISION NUMBER ON SHEET 3 OF 5 RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ....................... .. g Supt. of Records 3 rUJ V Q 2 SCALE: 1 " = 20' 20 10 0 20 40 o ,� 5 O58 0001 515 �0 00 MILLER, EDWARD D 30' 0721049222 FOUND 1/2" REBAR AND CAP UNREADABLE 42.02' I 1 w TRACT B _N 10 (1,290 S.F.) ih a 20' z EXISTING 10' STORM DRAINAGE EASEMENT PER RECORDING NO, P FOUND 1/2" REBAR AND CAP "LS 19635" KRAGE THOMAS 0721049223 I N 88-46'32" W 256.50' (ESM) 211.98' TRACT A (6,515 S.F.) ' 41.94' 1 N 88'46'32" W 88.50' N 88'46'32" W 212.06' ' 2.5' RIGHT OF WAY 84.75' 1 DEDICATION (410 S.F.) f 1 N 88'46'32" W 46.58' \a�89• ----------- - -F_ 2. i — 1 El -INGRESS; EGRESS �s�1%� N 88'46'32" W 42.67' °' , AND UTILITIES EASEMENT S D LLJ 5' BSBL p 0. ---- --- ------ �20' BSBL W J I N 1'05'19" E in vrn 3.12'` rri N 1'05'19„ E o 1- -- -i r ------ 2.86' o U) r� N 89'04'04" W ; w N 89'04'04" W z 10.00' 26 10.00' z ; 1 ' 1 ,� , I ,o 2 I ; (11,805 S.F.) (10,040 S.F. LESS 20' EASEMENT) z (11,310 S.F.) 1 5' BSBL (9,615 S.F. LESS 20' EASEMENT) 7 20' BSBL ; 00 1 , �_2.5' RIGHT; OF WAY ; DEDICATION; (410 S.F.) I , I , 5' BSBL 5' BSBL 1 ' 30.001 ------- --- ---� L --- 88.50' -"""- 84.75' N 88*45' 18" W 256.50' (ESM) N 88'45'25" W 256.50' (R 1) I BEAL, VICKII L. 30' 7450800010 LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my directio in conformance with the requirements of the a op ate State and City Statute and Ord n ncj in May, 2016 " ! Certificate No. 44925 GORICH, PAVEL & LYUDMILA 7450800020 ROWLAND HEIGHTS VOL. 102 PAGE 1 RECORDING NO. VOL./PAGE SCALE: 1 inch = 20 ft. 10 0 20 40 PORTION OF _SW_1 4 of _SE_1/4, S.__7_ T._21N R._4_E 00 THACKER, ARTHUR 0721049165 FOUND 1/2" REBAR AND CAP "LUND LS 16213" 80.75' ,CEO IVO � ?�k JONES, JACK L. 0721049166 FOUND 5/8" REBAR AND CAP "T & A LS 9634" ------------------------------ I 20'_ BSBL I W I N N N N �t- W r M I , � W w w� a� 0 M in p N o 0 _ol I 3 z z z 5' BSBL (10,780 S.F.)i, - 9 v�v , I I 1J I l, ' , s w , I 1 i � 2 --+,., r , 5' BSBL , I I ' I S 1~ , I 1 FOUND 5/8" REBAR AND t -' '--- CAP "T & A LS 9634" ---- so,75' --------- PARK, DAL & IN 0. 7450800030 KINYANJUI, NORMAN & SUSAN 7450800040 DRAWING NAME: Esm8\engr\ESM—JOBS\1876\001\015\SURVEY PLOTS\SP-02.dwg -CONSUL ING ENGINEERS LLC 334008THAVE, Suite 205 Federal Way, WA 98W3 FEDERAL WAY (253) 838-6113 %+ O www.esmcivil.com EVERlr (425) 297-99110 N ti .0� Civil Engineering I Land Surveying Land Planning Publ'ie Works Project Management Landscape Architecture L L DWN. BY CHKD. BY CHERNIKOV SHORT PLAT DATE SAF RFG 3 09 201 SCALE ZTL 1 "=20' JOB NO. UJ Q d J O 1876-001-015 SHEET 2 OF 3 CIT Federal W.. i3my SHORT PLAT NO. 16-102595-00 SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON i LEGEND M GAS VALVE j X GATE t o MAIL BOX i ® STORM CB sQ SANITARY SEWER MANHOLE ' -O TELEPHONE POLE -a- POWER POLE - POWER POLE WITH TRANSFORMER 14" (SP) ® PWR CONDUIT FIRE HYDRANT ® WATER METER SSMH, RIM=318.69 IE CENTER CHANNE D4 WATER VALVE (N,S)=306.20 ALDER } COTTONWOOD FRUIT SPRUCE ROCKERY 0=0= BLOCK WALL FENCE, SPLIT RAIL lC FENCE, BOARD I FENCE, CHAIN —LINK -- --[j— FENCE HOG WIRE P POWER, UNDERGROUND D STORM ROCKERY --- — T — — TELEPHONE, UNDERGROUND G GAS, UNDERGROUND UJ W WATER, UNDERGROUND > a --->tr► -- DITCH CENTER LINE ROCKERY 3' HIGH SPLIT RAIL FENCE BLOCK 7" ( RETAINING WALL COLUMN Q > cat Fx COLUMN 1 fM J (. 30' 30' I I► , RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ............�g................ ...... ... ....................... Supt. of Records SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' i U T I M FOUND 1/2" REBAR AND CAP UNREADABLE I3' HIGH CHAINLINK FENCE GA KING COUNTY SHORT PLAT NO. 575058 RECORDING NO. VOL./PAGE SCALE: 1 inch = 20 ft. 10 0 20 40 PORTION OF _SW_1/4 of _SE_1/4, S.__7_ T._21 N R._4_E NOT PLA TTED MILLER, EDWARD D. THACKER, ARTHUR 0721049222 /- FOUND 1/2" REBAR KRAGE THOMAS 0721049165 AND CAP IS 19635" 0721049223 4' HIGH WIRE FENCE ISHED I APPARENT 0.48' / ENCROACHMENT w I Ld z z z 1 Q 1 i 0 z \ \ wW 314 w ' \ �w \ FOUND 1/2" REBAR AND CAP "LUND LS 16213" 6' HIGH CHICKEN WIRE FENCE N 88'46'32" W 256.50' (ESM) p � o- — 312-- --- :{---- -- -- — —� APPARENT FENCE ENCROACHMENT e io V) j LOT 3 cs] (42,110 S.F.) ZIZ w \ z�4 \ z z Q \ _ \U U A CP 'L[. w U 6' HIGH BOARD FENCE ca � J Q BEAL, VICKII L. o m 7450800010 w U, U LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of thUlr pr date State and City Statute and ane in May, 2016 Certi cat No. 44925 APPARENT 0.45' NCROACHMENT NOT PLA TTED JONES, JACK L. 0721049166 FOUND 5/8" REBAR AND CAP "T & A LS 9634" 4' HIGH, 6"X6" WIRE FENCE 1 1 1U_j v rY NN N ' W w LO � ifs O O •— z 3�6 Z APPARENT 0.27' ENCROACHMENT `� 18" (AL) FOUND 5/8" REBAR AND �11'� CAP "T & A LS 9634 '� 6' HIGH BOARD FE1__Nf 30" '(CT) sHED N 88°45'18" W 256.50' (ESM) N 88*45*25" W 256.50' (R1) GA E GORICH, PAVEL & LYUDMILA PARK, DAL & IN 0. KINYANJUI, NORMAN & 7450800020 7450800030 SUSAN '7450800040 ROWLAND HEIGHTS VOL. 102 PAGE I J O DRAWING NAME: Esm8\engr\ESM-JOBS\1876\001 \015\SURVEY PLOTS\SP-03.dwg > —CONSULTING ENGINEERS LLG 33400 8TH AVE, I I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivll'.com EVERETT (425) 297-9900 Civil Engineering Lend Surveying Land Planning Public Works Project Management ( Landscape Architecture g,i 17 CHERNIKOV SHORT PLAT DWN. BY DATE JOB NO. SAF RFG 3 09 2017 1876-001-015 CHKD. BY SCALE SHEET ZTL 1 =20' 3 OF 3 RECORDING NO. VOL./PAGE CITY OF All* "t* Federal Way SHORT PLAT N0. XXX-XXX-XXX CITY OF FEDERAL WAY KING COUNTY, WASHINGTON EXCEPTIONS PROVISIONS E1-40' EASEMENT FOR STORM DRAINAGE TO LOTS 1, 2 AND 3 AS CREATED BY THIS SHORT PLAT. E2-10' EASEMENT FOR STORM DRAINAGE TO LOTS 1 AND 2 AS CREATED BY THIS SHORT PLAT E3-10' EASEMENT FOR SANITARY SEWER TO LOTS 1, 2 AND 3 AS CREATED BY THIS SHORT PLAT. TRACT A TRACT A, AS DEPICTED HEREON IS RESERVED FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF LOTS 1, 2 AND 3 AS CREATED BY THIS SHORT PLAT SURVEY REFERENCES R1-KING COUNTY SHORT PLAT NO. 575058 RECORDED UNDER RECORDING NO. 7510230610 R2-PLAT OF ROWLAND HEIGHTS VOL. 102 OF PLATS, PAGE 1, RECORDED UNDER RECORDING NO. 772010448, LEGEND = FOUND REBAR AND CAP AS NOTED O = SET REBAR AND PLASTIC CAP MARKED "ESM LLC 35142/44925" R = RADIUS A = DELTA L = ARC LENGTH (R) = RADIAL BEARING < > = RADIAL BEARING AT LOT CORNER << >>= DISTANCE MONUMENT TO MONUMENT = INDICATES NOTE NUMBER ON SHEET 2 OF 5 O= INDICATES EXCEPTION NUMBER ON SHEET 2 OF 5 =1 = INDICATES EASEMENT PROVISION NUMBER ON SHEET 3 OF 5 SCALE: A` PORTION OF SW 1 /4 OF THE SE 1 /4, S 7, T 21 N, R 4 E, W.M. 0� � 5 000 � EXISTING 1STORM 0 • EASEMENT PER RECORDING NO. FOUND 1/2" REBAR 00 MILLER, EDWARD D. AND CAP "LS 19635" UR 30' 0721049222 KRAGE THOMAS THAC ER, ARTH 65 FOUND 1/2" REBAR 0721049223 AND CAP UNREADABLE FOUND 1/2" REBAR AND E1-40' STORM N 88`46'32" W 256.50' (ESM) CAP "LUND LS 16213" DRAINAGE EASEMENT 95.00' L—J,� 30_00' 30' 0 0 0 N PAP 00� JONES, JACK L. 0721049166 __--_--_-_.._-______-,__--.-_..___.; --- __--.------------- ---- + , � i______________________________..._....__________ FOUND 5/8" REBAR AND + ' , CAP "T & A LS 9634" —� 5' BSBL - 5' BSBL 5' BSBL ® + 20 BSBL ��� s T 2 5 ; o 2 ,> �r E3-10' SANITARY SEWER EASEMENT ; 1 1 1 , 1 1 I w � + + (13,120 S.F.) n � o 2 CK _ YU� (11,075 S.F.) ; f °' E 1 04 N , ' cwb9 -f 2�4 S F ---� �-- E2-10' STORM _ t ; (13,260 S.F.) w ' - 5BSBL DRAINAGE EASEMENT �'>_`( i� J l' I ~ w I I w I � r LO Lo o FLO` + ' 10 00 1 10 00' 1 Ln � rn r- [) 1 I z 5' BSBL ; 211 o iv �— 20' BSBL ! 9 __--_--___- ' 1 ' l ' 7 1 U0 3 rn co w0 Z N O O O iC , 0,og2� 9 � � t9 SF Epp, 5' BSBL N 88°45'18" W 52.91' L=9 18' N 88°45'18" W 38.84' ' 1 10' BSBL (4,655 S.F.) 20' BSBL o n 0 o FOUND 5/8" REBAR AND CAP "T & A LS 9634" 175.75' 80.75' N 88°45' 18" W 256.50' (ESM) N 88°45'25" W 256.50' (R1) 20' BSBL BEAL, VICKII L. 7450800010 GORICH, PAVEL & LYUDMILA PARK, DAL & IN 0. 7450800030 KINYANJUI, NORMAN & SUSAN 7450800020 7450800040 ROWLAND HEIGHTS (4'. 9-, D . 2 I VOL. 102 PA GE I o.Z r 3 01,' _ 4 , ' _ V_ _ I/0Z'l S%4 sF CONSULTING ENGINEE—RS L L C T 33400 8TH AVE, I I CHERNKOV (PLAT �VL SNORT Suite 205 x Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 WWW.eSiY1CIVI�.001'Y1 EVERETT (425) 297-9900 DWN. BY DATE JOB NO. o 0 h'EGI92 Civil Engineering Land Surveying Land Planning SAF RFG Architecture 5 26 2016 1876-001-015 SHEET LL Public Works Project Management Landscape CHKD. BY SCALE ZTL Z N A 2 OF 3 RECORDING NO. VOL./PAGE CHTY OF Ilk Fedefal Wa SHORT PLAT N0. XXX-XXX-XXX CITY OF FEDERAL WAY KING COUNTY, WASHINGTON SCALE: r r 20 • CONTOUR KING COUNTY SHORT PLAT NO. 575058 PORTION OF SW 1 /4 OF THE SE 1 /4, S 7, T 21 N, R 4 E, W.M. NOT PLA TIED THACKER, ARTHUR C4 I z MILLER, EDWARD D. KRAGE THOMAS 0721049165 ` 0721049222 FOUND 1/I REBAR 963 0721049223 1 I I AND CAP IS 19635" If FOUND 1/2" REBAR FOUND 1/2" REBAR AND I AND CAP UNREADABLE CAP "LUND LS 16213" 4' HIGH 6' HIGH 'CHICKEN WIRE FENCE C\Ji 3' HIGH CNAINLINK FENCE WIRE FENCE �_ _ — —El— ^❑� P0� + 4 ! SHED I Ej ! — _-- 312 --Li __- GATE\ m I � � APPARENT 0.48' ENCROACHMENT -- 31 z/ APPARENT FENCE -.ENCROACHMENT EB SSMH, RIM=318.69 `; t o _ ' IE CENTER CHANNE[ (N,S)=306.20 ; I � l CI LOT 3 ROCKERY ` 42 1 10 S.F. ( ) ROCKERY BLOCK RETAINING WALL (� 3' HIGH SPLIT RAIL FENCE UJ \ \ q LEGEND LI I W Kq GAS VALVE BLOCK 7„ RETAINING WALL X GATE z z \ COLUMN _ U o MAIL BOX = w CD a� ® STORM CB �CP � \ `t �s SANITARY SEWER MANHOLE I _ , \ �r A -0- TELEPHONE POLE \ w 6' HIGH BOARD FENCE m z �- POWER POLE COLUMN U - POWER POLE WITH TRANSFORMER n PWR CONDUIT 6� m BEAL, VICKII L. , 0 = 7450800010 d + FIRE HYDRANT EE WATER METER 30' 30' I M WATER VALVE I ALDER ][ FENCE, .BOARD r COTTONWOOD FENCE, CHAIN —LINK FENCE HOG WIRE FRUIT P POWER, UNDERGROUND SPRUCE D STORM CDCDCDC= ROCKERY ® a TELEPHONE, UNDERGROUND G GAS, UNDERGROUND O=(::]= BLOCK WALL W WATER, UNDERGROUND FENCE, SPLIT RAIL __M_- - - - DITCH CENTER LINE o' z APPX�RENT\Q.45' ENCROACHMENT NOT PLA TIED JONES, JACK L. 0721049166 FOUND 5/8" REBAR AND CAP "T & A LS 9634" 4' HIGH, 6"X6" WIRE FENCE n 0 Q "'I- V) 0 Z N Oo 0 — APPARENT 0.27' ENCROACHMENT L- 18° ( ) FOUND 5/8" REBAR AND CAP "T & A LS 9634" S 88*45' 18" E 256.510' 6' HIGH BOARD FED 30" (CT) siiix, 3[® SHED GATE GORICH, PAVEL & LYUDMILA PARK, DAL & IN 0. KINYANJUI, NORMAN & SUSAN 7450800020 7450800030 7450800040 ROWLAND HEIGHTS VOL. 102 PA GE I CONSULTING ENGINEE-RS L L C 33400 8TH AVE, I I �HERN'�®V Suite 205 SHORT PLAT Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 EVERETT (425) 297-9900 www.esmcivil.COi'il DWN. BY DATE JOB NO. Civil Engineering Land Surveying Land Planning SAF RFG 5 26 2016 1876-001-015 Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET ZTL I N/A 1 3 OF 3 SHORT PLAT NO. XXX-XXX-XXX CITY OF FEDERAL WAY KING COUNTY, WASHINGTON KNOWN TO ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF INTEREST OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT PLAT THEREOF PURSUANT TO FEDERAL WAY REVISED COD, CHAPTER 18.20, AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SAME. WE HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN HEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES. THIS SHORT PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S) OF INTEREST. IN WITNESS THEREOF WE HAVE SET OUR HANDS AND SEALS VLADIMIR CHERNIKOV DATE MIKHAIL LISITSYN DATE NIKOLAY BURLAKOV DATE ACKNOWLEDGMENT STATE OF WASHINGTON COUNTY OF KING SS ON THIS DAY OF 2016, BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED LEN SCHOTT TO ME KNOWN TO BE MANAGING MEMBER OF THE CORPORATION THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. SIGNATURE OF NOTARY PUBLIC PRINTED NAME DATED MY APPOINTMENT EXPIRES RECORDER'S CERTIFICATE FILED FOR RECORD THIS ........... DAY OF .......... 20....... AT ...... M IN BOOK .......... OF ........ AT PAGE......... AT THE REQUEST OF ................................. MGR. SUPT. OF RECORDS DIRECTOR OF PUBLIC WORKS EXAMINED AND APPROVED THIS DAY OF 2016. DIRECTOR OF COMMUNITY DEVELOPMENT SERVICES PROPERTY DESCIPTION LOT 3, KING COUNTY SHORT PLAT NO. 675058, ACCORDING TO THE PLAT THEREOF RECORDED UNDER RECORDING NO. 7510230610, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PAGE, THOMAS K. 0721049117 JOHNSON, ANNE 0721049186 SEAM, RAKESH M. & SANTOSH R. 0721049096 KING COUNTY DEPARTMENT OF ASSESSMENTS RECORDING NO. EXAMINED AND APPROVED THIS DAY OF _ , 2016. KING COUNTY ASSESSOR DEPUTY ASSESSOR VOL./PAGE PORTION OF SW 1 /4 OF THE SE 1 /4, S 7, T 21 N, R 4 E, W.M. ACCOUNT NUMBERS VERTICAL DATUM NGVD 29 BASIS OF BEARINGS AN OBSERVED BEARING OF N 88°37'56" W BETWEEN FOUND MONUMENTS AT THE SOUTH QUARTER AND SOUTHEAST CORNER OF SECTION 7 WAS HELD AS THE BASIS OF BEARINGS FOR THIS SURVEY N 88°47'38" W SM 316TH ST / / __7 30' 30' MILLER, KRAGE THACKER, JONES, EDWARD D. THOMAS ARTHUR 0721049222 0721049223 0721049165 JACK JACK L. L 9166 w� il- 00 rn rn w w O N N r CHERNIKOV & 0 0 LISITSYN & JONES, BURLAKOV JACK L. 0 0 0721049097 0721049148 zz, I \ � n LAKEHAVEN BEAL, VICKII L. GORICH, PA'VEL PARK, DAL KINYANJUI, UTILITY DISTRICT .w�. 7450800010 & LYUDMILA & IN 0. NORMAN & SUSAN 0721049095 o w 7450800020 7450800030 7450800040 00 _ N 88*45'14" W N ��' " .. 10.69' SW317TH PL. SCALE: 1 = 60' cv 0 30 60 00 w 0 / 60' o 00 �1 1 1 658.50' \ FOUND CASED MONUMENT 3" BRASS DISK WITH PUNCH, DOWN 0.6' (NOVEMBER 2015) W LINE OF THE NE 1 /4, SW 1 /4, SE 1 /4, SECTION 7 TWP. 21 N., RGE 4 E. N 88°38'03" W 2634.05' (R1) N 88`37'56" W 2634.04' (ESM) BASIS OF BEARINGS LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS SHORT PLAT REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE SURVEY RECORDING ACT AT THE REQUEST OF ------- IN MAY 2016, ZAC T. LENNON CER FI TE NO. 44925 VI I ICY MAP NOT TO SCALE SURVEY INSTRUMENTATION: SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY DOCUMENT UTILIZED ALL OR A PORTION OF THE FOLLOWING EQUIPMENT: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-130-100 LEICA SYSTEM 500, REAL TIME KINEMATIC (RTK) GPS. TOPCON HIPERLITE/PLUS, RAPID STATIC GPS UTILIZING OPUS POST PROCESSING PROCEDURES. PROCEDURE USED : FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC-332-130-090 EXCEPTIONS TO TITLE LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM STEWART TITLE GUARANTY COMPANY SUBDIVISION GUARANTEE NO. 690074RT DATED MAY 16, 2016. IN PREPARING THIS PLAT, ESM HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS PLAT. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED SUBDIVISION GUARANTEE TO PREPARE THIS PLAT AND THEREFORE QUALIFIES THE PLATS ACCURACY AND COMPLETENESS TO THAT EXTENT 1-6. VESTING MATTERS, NOT REPORTED HEREON. 7. SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS 1 _i , IF v v AiN .D +`N INSTRUMENT RECORDED UNDER RECORDING NO. 7510230610. SURVEYOR'S NOTE: ORIGINAL SHORT PLAT FROM WHICH THE SUBJECT PARCEL WAS CREATED CONTAINS NO PLOTTABLE EASEMENTS. 8. NOT REPORTED HEREON FOUND CASED MONUMENT 3" BRASS DISK WITH PUNCH, DOWN 1.0' (NOVEMBER 2015) 7 8 — 18 17 CONSULTING ENGINEERS L L C 33400 8TH AVE, I I I I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 EVERETT (425) 297-9900 www.esmciVII.COt'il DWN. BY Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture CHKD. BY TOWNSHIP 21 NORTH RANGE 4 EAST, W.M. DRAWING NAME:\1876\001\015\SURVEY PLOTS\SP-1 RMEIVED CHERNIKOV MAY 2 7 2016 SHORT PLAT CITY OF FEDERAL WAY DATE JOB NO. SAF RFG 5 26 2016 1876-001-015 SCALE SHEET ZTL I N A 1 I q OF 3