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15-100875 (3)I City of Federal Way Director of Community Development Department Associate Planner— Becky Chapin 33325 8th Avenue South 2"d Floor Federal Way WA 98003 Cc: Monte Vista Partners RE: Monte Vista Partners LLC/ Monte Vista Short Plat Development Proposal at 320 SW 366t" Street File # 15-100975-SU & 15-100876-CN City of Federal Way: Date: June 22, 2016 RKEMD JUN 2 3 2016 CITY OF FEDERAL WAY CDS In recent months, Monte Vista partners as represented by Steve McWilliams has been wanting us to sign the attached documents. The attached are the 2"d or 3rd version of them, but all are very similar. The neighbors to the East of the Monte Vista Property at the above address would like to go on record as not agreeing with his wording concerning the easement and under no circumstances would any of us sign the contract in its current format. The neighbors formally are 1. Sally and Tom Jackson at 36406 3`d Avenue SW, Federal Way, WA 98023. 2. Nancy McHugh at 36518 3rd Ave SW, Federal Way, WA 98023 3. Mary and Jim Hild at 36500 3rd Ave SW, Federal Way, WA 98023 4. Steve and Heather Salter at 36526 3rd Ave SW, Federal Way, WA 98023 The neighbors would like to go on the record that we would prefer to have this wedge of land quit claimed to the neighbors so that it is owned by them solely since they will be using this land 100% (and have been for the last 30 years) of the time in the foreseeable future. This suggestion was not entertained by Steve McWilliams and indeed he suggested that the City of Federal Way would not allow him to do this since the square footage was required to maintain total square footage allowed in his Development Plan filed with the City. Our current concerns with the easement are as follows and reference the attached documents: 1. Recitals #C in the Draft of Monte Vista Document —This section suggests that any or all of us knew when we purchased our property that the road was misaligned. This has never been the case and we have used this road for the entire time or our respective ownerships of our properties. This section needs to be re -written (or removed) to define that with Monte Vista's request for development, it has been suggested that an agreement be put in place to formalize the existing condition. 2. Recitals #D.3 in the Draft of Monte Vista Document —Any reference to abandoning of the easement if indeed it is required for the access to our properties should be stricken from the document. 3. Recitals #13.5 in the Draft of Monte Vista Document — References to overburdening the property should also be stricken from the wording for future options that any of us may want to subdivide our property and should be allowed reasonable accommodation and access to the existing road per the current zoning ordinances of that time period. 4. Referencing the 13615-Access Legal Drawing - The easement drawing refers to the Parking Area in front of the hedge as an "Existing Gravel Drive." The owner of the property, Steve Salter, cleared that portion of land 20 years ago after significant storm damage to the trees that had been growing there and then graded it and covered it with gravel. The Parking Area was never part of the 3rd Avenue SW. Therefore, the "Easement Drawing" requires modification to its wording to label this correctly as Parking Area. Thank you for your time Sally and Tom Jackson, Mary an Hild, ancy McHugh and Steve and Heather Salter CityofFED_Letter_of Concern_6-18-16CityofFED_Letter_of_Concern_6-21-16 1 6/21/2016 January 19, 2016 Ray Miller Encompass Engineering & Surveying 165 NE Juniper Street, Suite 201 Issaquah, WA 98027 Jim Ferrell, Mayor RE: File #15-100875-00-SU; SHORT PLAT PRELIMINARY APPROVAL Montevista Short Plat, 320 SW 3661h Street, Federal Way Dear Mr. Miller: The Community Development Department has completed the administrative short subdivision review for Montevista Short Plat. The applicant proposes to subdivide one single-family residential lot into seven single-family residential lots and one stormwater tract. The city received your application on February 25, 2015, and deemed it complete March 19, 2015. The City of Federal Way hereby grants conditional preliminary approval of the Montevista Short Plat, subject to the conditions noted below. This preliminary approval corresponds to, but is not limited to, the following documents submitted by the applicant: Three -page short plat drawing prepared by Encompass Engineering & Surveying, date stamped resubmitted October 27, 2015. Engineering Plan sheets C 1.0-C7.0 prepared by Encompass Engineering & Surveying, date stamped resubmitted October 27, 2015. Geotechnical Engineering Study prepared by Earth Solutions NW, LLC, date stamped received February 25, 2015. 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 10(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 (RCW) 58.17.060 and 58.17.1 10. 33325 8th Avenue South, Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Mr. Miller January 19, 2016 Page 2 CONDITIONS OF APPROVAL The following conditions are reasonably necessary to eliminate or minimize any undesirable effects of granting the application. The following conditions are hereby 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: 1) All existing easements must be relinquished within the areas that will be dedicated as public right-of-way, such as the 30' power easement shown on tax lot 302104-9088. The developer is responsible to work with the easement holders to obtain relinquishments and is advised to begin this process immediately to avoid delays to the project. 2) A separate statutory warranty deed for public right-of-way dedication will be required. A legal description and exhibit map, stamped and signed by a PLS, must be provided. 3) The applicant shall provide the City's Parks Department a fee -in -lieu payment for open space in the amount of 15 percent of the most recent assessed land value of the subject property. 4) The applicant is required to pay a traffic impact fee (TIF) for each lot. The fee will be assessed and due at the time of plat recording. 5) Prior to final short plat approval, revised lot closure calculations conforming to the new lot configurations are required. These must be stamped by the licensed land surveyor. 6) Prior to final short plat approval, the short plat drawings shall be modified pursuant to Statement of Fact # 17. 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 for all road improvements and storm drainage facilities. 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 Upon completion and inspection of all required fi-ontage improvements, stormwater facilities, and other infrastructure improvements, the applicant shall submit as -built plans to the Public Works Department for review. Following department approval of as -built plans, 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. I5-100875 Doc. I D 71899 Mr. Miller January 19.2016 Page 3 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., February 2, 2016, at the following address: 33325 8`h 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 POLICY ACT The proposal is exempt from a SEPA threshold determination pursuant to Washington Administrative Code (WAQ 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. CLOSING Any questions or concerns regarding this decision can be forwarded to Associate Planner Becky Chapin at 253-83 5,2641, or becky.chapin@cityoffederalway.com. Sincerely, Michael A. Morales Director of Community Development enc: Statement of Facts Short Plat Documents stamped "Preliminary Approval' Clearing, Grading & Tree Preservation Plan stamped "Preliminary Approval' e: Becky Chapin. Associate Planner Peter Lawrence. Plans Examiner Ann Dower, Senior Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Sallv and Tom Jackson, 36406 3rd Ave SW, Federal Way. WA 98023 Steven and Heather Salter, 36526 3rd Ave SW. Federal Way, WA 98023 Nancy McHugh_ 36518 3rd Ave SW, Federal Way, WA 98023 Mary and .lames Hild, 36500 3rd Avenue SW, Federal Way, WA 98023 Harold Johnson. 36522 2nd Ave SW. Federal Way. WA 98023 15-100975 Doc I.D. 71S99 FILE CITY OF Federal Way Exhibit A Statement of Facts Montevista Short Plat, File No. 15-100875-00-SU The Planning Division hereby makes the following Findings of Facts pursuant to content requirements of the Short Subdivision decision as set forth in Federal Way Revised Code (FWRC) 18.30.110. These facts are in reference to King County tax parcel number 302104-9069 located at 320 SW 366`I' Street, Federal Way. Proposal — The applicant proposes to subdivide one existing 182,080 square -foot (4.18-acre) single- family lot into seven single-family residential lots and one stormwater tract. As shown on the short plat, the following are the net square footage for each lot/tract: Lot 1 18,817 sq. ft. Lot 5 18,180 sq. ft. Lot 2 18,803 sq. ft. Lot 6 19,135 sq. ft. Lot 3 22,133 sq. ft. Lot 7 21,194 sq. ft. Lot 4 18,182 sq. ft. Tract A 11,951 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 frorn 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 16 `Surface Water Management;' Title 18 `Subdivisions;' and Title 19, `Zoning and Development Code.' 3. Site Profile — The subject property is located in the southern portion of the City, located in the northwestern corner of the intersection between 3rd Avenue SW and SW 366"' Street. The property is bordered to the north and west by existing single farnily residential developments, to the south by SW 366`I' Street, and to the east by 3rd Avenue SW. The site has been historically developed with a single family residence with several outbuildings, all of which will be removed as part of the short subdivision. The majority of the site has been left undisturbed for the last several years. The property is underlain by isolated areas of fill and medium dense to dense native glacial deposits. The eastern approximately one- half of the site slopes at inclines of about 15 to 20 percent. Dominant vegetation on the property include brush and a forest of deciduous and evergreen trees such as Western Hernlock, Western Red Cedar, Douglas Fir, Red Alder, Beaked Hazelnut, and Vine Maple. 4. Comprehensive Plan — The subject property's comprehensive plan designation is Single - Family — Medium -Density Residential. The proposal provides an urban density consistent with the Federal Way Comprehensive Plan (FWCP) designation. The proposal meets relevant goals and policies of the FWCP. 5. Density and Dimensions — The subject property is located within a Single -Family Residential (RS 15.0) zone with a minimum lot size requirement of 15,000 square feet. The proposal meets the density requirement as noted above. FWRC 19.200.010 "Detached Dwelling Unit" prescribes setbacks, height, parking, and lot coverage requirements. The proposed site plan depicts meeting the 20-foot front, 5-foot side, and 5-foot rear setbacks required by code. Lots 1, 4, 5, and 6 are corner lots; the 10-foot side yard setback adjacent to the right-of-way is accurately depicted. Future building permit applications will be reviewed for compliance with these provisions. 6. State Environmental Policy Act (SEPA) —The seven -lot short plat is exempt from environmental review pursuant to Washington Administrative Code (WAC) 197-11-800(6)(d). 7. Public Notice & Comment — A Notice of Land Use Application for the short subdivision was published in the Federal Way Mirror and posted at the subject property and city designated notice boards on March 27, 2015. The City received 5 comment letters, one of which was read at the April 7, 2015, City Council Meeting. The applicant resubmitted a revised short plat with substantial changes and a revised Notice of Land Use Application was published and posted on my'In �ni c fr.. +let+ S .ere received JUI.j' GY, GV L J. 1 V�o comi.innl eler The revised site plan resolved many of the original concerns, including substandard street grid, surface water management/pond, easements, student safety, road improvements, etc. Remaining concerns regarding restricting access of �Ta Avenue SW during construction is a civil issue between property owners since it is a private road. A separate recorded document for the proposed access easement referenced on the short plat map is recommended. A copy of the decision shall be mailed to all interested parties. 8. Critical Areas — The city's critical areas map has identified a Geologically Hazardous Area (erosion hazard) on the subject property. These areas require a 25-foot setback. A geotechnical report, prepared by Earth Solutions NW, LLC (ESNW), dated February 14, 2014, was submitted with the short plat application. The site was evaluated for signs of instability or excessive, chronic erosion. The slopes are covered with forested areas and no signs of instability were observed. Based on this report, the site does not meet the criteria of a Geologically Hazardous Area. ESNW recommends that standard best management practices (BMPs) be used for design and construction. Based on the results of ESNW's study, the proposed residential development is feasible from a geotechnical standpoint. As noted above, the property is underlain by isolated areas of fill. The fill should be considered unsuitable for direct foundation support and should be removed under new foundation areas or evaluated by ESNW. This will be reviewed when building permits are submitted for each new lot. 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 Statement of Facts Page 2 Montevista Short Plat File 1 5-100875-00-SU/o.� i o 71207 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 #S: 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. Policy 13.2: Plan for improvements to neighborhood parks based on their unique potential and designated role in the City-wide system. Policy 13.3: 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 -terra ecosystem health and hiodiversity of natural systems, while making them accessible to the community. 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 -room' open space. Policy N.3: 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 7-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 27,312 sq. ft. As proposed, there is limited space to provide on -site open space and the applicant has requested that a fee in lieu of open space be provided. 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 plat recording, the applicant will be required to pay 15 percent of the most recent assessed land value of the subject property or defer those costs pursuant to limitations set forth in FWRC 19.100.070(1). If the applicant chooses to defer the costs, the city will prepare a covenant of payment obligation for open space fee -in -lieu, which must be recorded at the applicant's expense on each lot at the time of plat recording and a note must be placed on the face of the plat referencing the recorded covenant. Statement of Facts Page 3 Montevista Short Plat File 15-100875-00-SU/Doc i o 71207 10. Tree and Vegetation Retention/Replacement — Single-family residential zones are required to maintain a minimum of 25 tree units per acre. The total amount of tree units required for the short subdivision is 91 tree units (gross land area of 3.61 acres (minus the proposed public street) multiplied by 25 tree units per acre.) After site improvements, 105 tree units are proposed to be retained on site, which exceeds the minimum requirement. Per engineering drawings plan sheet C3.0, it appears 31.5 tree units are located within stormwater Tract "A". The remaining 59.5 tree units will be required to be retained or replaced among the 7 lots as part of the building permit approval for each lot. Prior to final short plat approval please submit a revised tree unit calculation that breaks down the exact number of tree units in Tract "A" and the amount of remaining tree units distributed among the 7 lots. The short plat will be conditioned to ensure compliance with the tree retention provision. 11. Concurrency — The city's Traffic Division reviewed the applicant's concurrency application and concludes the proposed short subdivision will generate 7 new PM peak hour trips. Traffic 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 March 18, 2015. 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 (T iF). The fee will be assessed and due at the time of plat recording. 12. Access — Access to lots 1, 2, 4, and 5 will be via a new twenty -foot -wide public road with ditches and sidewalks on both sides, within a fifty-two foot right-of-way. The new road will be named 3`d Place SW and turns into SW 365"' Street. The new access road will provide for future connection to properties to the west. Lots 3, 6, and 7 will be accessed via a new twenty -foot access/drainage/utility easement off SW 365"' Street. The applicant has voluntarily provided an access easement of varying width along the east property line to accommodate an existing private access road. 13. Street Frontage Improvements —The applicant is required to provide street frontage improvements on SW 3661" St, including street widening, curb, gutter, sidewalk, and planter strip for the length of the project frontage. The applicant will provide additional pavement and paved walking path to the east of the project site, providing a smooth transition between existing and new improvements. The applicant will also dedicate an unimproved, 30' wide strip of land to the west of the project site for future right-of-way. 14. Stormwater — The project is required to meet flow control and water quality standards outlined in the 2009 King County Surface Water Design Manual. The applicant has proposed a series of Best Management Practices (BMP's) to meet these requirements. BMP's include rain gardens within the ditch area of the road within the plat, and dispersal trenches on each of the lots. A storm filter vault is proposed within SW 366`" Street. 15. Water and On -Site Septic System — The applicant proposes to serve the short subdivision with a public water supply and distribution system managed by the Lakehaven Utility District. The November 18, 2014, Certificate of Water Availability indicates Lakehaven's capacity to serve the Statement of Facts Page 4 Montevista Short Plat File 15-100875-00-SU/Doc i o 71207 proposed development via a Developer Extension Agreement. Water services require an improvement to the water system of 10 +/- feet of water main to reach the site. The applicant proposes to serve the short subdivision with on -site septic systems. King County Public Health conditionally approved the on -site sewage systems on October 28, 2015. 16. Lot Addresses — The city's Building Department has assigned the following addresses to the proposed lots. Lot 1 36520 3`d Place SW Lot 2 36508 3`d Place SW Lot 3 320 SW 365`" Street Lot 4 36521 3`d Place SW Lot 5 36515 3`d Place SW Lot 6 316 SW 365"' Street Lot 7 324 SW 365"' Street 17. 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: 1) Use City of Federal Way sheet format for Short Plat, not Boundary Line Adjustment. 2) Provide the names of all vested owners under the signature lines in the Owners Declaration/Dedication. 3) Health Department signature is required on the final drawings for approval due to septic systems. 4) The addresses identified in item #16 shall be depicted on the face of the short plat document. 5) The applicant is required to retain, replace, or augment tree coverage as part of the building permit approval for each lot. As stated above, a pro -rated amount of trees will be required for each lot. A note must be added to the short plat stating that at the time of building permit application, the site plan for Lots 1-7 must depict where the retained and/or replacement trees will be located. 6) Provide a note on the face of the plat depicting who the 20' access/drainage/utility easement will benefit. 7) Show the boundaries and dimensions of the proposed access easement more prominently. It blends in too much with the building setback lines and 30' septic drainfield setback from existing ditch. 8) The 30' septic drainfield setback stops at the northern boundary of Lot 2. If it is following the ditch at the edge of pavement it should continue onto Lot 3. Please revise accordingly. 9) Specify who the proposed access easement is in favor of and who will maintain it. A separate recorded document referenced on the short plat map is recommended. 10) Add 'a space for the recording number of the proposed access easement shown on sheet 2. 1 1) A physical description must be provided for all monuments found. Statement of Facts Page 5 Montevista Short Plat File 15-100875-00-SU/Doc. LD 71207 12) Provide a note or legend that indicates the meaning of BSBL. 13) Provide a conversion factor to convert NAVD 88 to KCAS or NGVD-29. 14) Indicate that 3rd Place SW is to be dedicated as public right-of-way. 18. 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) All existing easements must be relinquished within the areas that will be dedicated as public right-of-way, such as the 30' power easement shown on tax lot 302104-9088. The developer is responsible to work with the easement holders to obtain relinquishments and is advised to begin this process immediately to avoid delays to the project. 2) A separate statutory warranty deed for public right-of-way dedication will be required. A legal description and exhibit map, stamped and signed by a PLS, must be provided. 3) The applicant shall provide the City's Parks Department a fee -in -lieu payment for open space in the amount of 15 percent of the most recent assessed land value of the subject property. 4) The applicant is required to pay a traffic impact fee (TIF) for each lot. The fee will be assessed and due at the time of plat recording. 5) Prior to final short plat approval, revised lot closure calculations conforming to the new lot configurations are required. These trust be stamped by the licensed land surveyor. 6) Prior to final short plat approval, the short plat drawings shall be modified pursuant to Statement of Fact #17. 19. 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. 20. Engineering Requirements — The applicant trust obtain Engineering approval (File # 15- 106142-EN) and authorization to proceed frotn 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: Becky Chapin, Associate Planner Date: January 15, 2016 Statement of Facts Page 6 Montevista Short Plat File 15-100875-00-SU/Doc LD 71207 Eastgate Environmental ...aaith Services 14350 SE Eastgate Way Bellevue, WA 98007-6458 206-477-8050 Fax 206-296-9792 TY relay: 711 www.kingcounty.gov/health October 28, 2015 Ecompass attn.: Ray Miller 165 Juniper St Issaquah, WA 98027 Re: PRELDHNARY Subdivision Application Review Address: 320 SW 366tb ST Parcel No: 302104-9069 Owner: Montevista Partners, LLC Dear Ray: I Public Health Seattle & King County RE CF IVIED BY COMMUNITY & ECONONT MIC pEVELOPMENT DEPARTMr- NOV 5 Z015 Activity: SU0991284 Public Health has received your PRELIMINARY SEVEN (7) Lot Subdivision application for the above referenced property. It has been reviewed in accordance with the King County Board of Health Code Title 13. Based on this review, it has been approved with the following conditions (to be met by final), comments or concerns: For Final a minimum of 4 soil logs per lot shall be provided in a contiguous area that in accordance with KCC 13.28.050 and Table -13.28-1. The applicant shall submit site designs for those lots where it is unclear that there is sufficient area for an on -site sewage system and a one hundred percent reserve area. 2. A scaled plot plan of the proposed Final, Subdivision depicting the land area proposed for an initial on -site system and a contiguous one hundred percent (100%) system reserve area and soil log locations. The plot plan shall also identify any critical areas, any critical area buffers, utility easements, road easements, storm water/surface water retention facilities, wells, surface water bodies and other features relevant to the sighting of an on -site sewage system either on the proposed or adj acent parcels. If you have any questions, please contact me at (206) 477-8137 between the hours of 8:00 AM and 5:00 PM or leave a message on my voice mail. Sincerely, Jarone Baker, R.S. Health and Environmental Investigator H Community Environmental Health JB:eh cc: Becky Chapin -Associate Planner Dave Huard -Septic Designer -Q 1imM a It SUBDIVISION PRE -APPLICATION REPORT (SUBMIT APPLICATION, PLOT PLAN AND OTHER REQUIRED DOCUMENTS IN QUADRUPLICATE) SU ATTACH A ROUTE/DIRECTION MAP FOR LOCATING THE PROPERTY q qL DEPT U NLY . _ us . PUBLIC HEALTH —SEATTLE KING COUNTY I `—V uX-4.ynz ENVIRONMENTAL HEALTH DIVISION APPLICATIONMUST BE SUBMITTED BY A REQUEST FOR SUBDIVISION PRE -APPLICATION REVIEW LICENSED SEPTIC SYSTEM DESIGNER OR PROFESSIONAL ENGINEER COMPLETE THE FOLLOWING AND SUBMIT WITH THE APPROPRIATE FEE. (HTrP://www.KINGCOUNTY.GOV/HEALTHSERVICES/HEALTH/EHS/FEES.ASPX) SUBMIT APPLICATIONS TO: EASTGATE ENVIRONMENTALHEALTH 14350 EASTGATE WAY, BELLEVUE WA 98007-6458 PHONE 206-296-4963 APPROXIMATE STREET ADDRESS 320 SW 366T" ST. NAME AND/OR NUMBER OF DPER APPLICATION Montevista LEGAL DESCRIPTION W 290 FT OF NW 1 4 OF SE 114 OF SE 1 4 LESS S 30 FT PARCEL NUMBER 302104-9069 NUMBER OF ACRES 4.18 NUMBER OF LOTS TO BE REVIEWED 7 SMALLEST LOT SIZE 18,037 SQ FT OWNER Montevista Partners, LLC ADDRESS 11040 Main St Suite 200 Bellevue 98004 PHONE # 206.226.9038 AGENT Ray Miller@Encompass ADDRESS165 Juniper St. Issa ugh 98027 PHONE # 425.392.0250 THE FOLLOWING INFORMATION MUST BE PROVIDED .e7,*l V WATER SUPPLY COMPLETE SECTION 1 OR 2 BELOW SECTION 1. EXISTING PUBLIC WATER SUPPLY _ Lake Haven Utility Disctrict" ATTACH CERTIFICATE OF WATER AVAILABILITY (NAME) _ i'1 SECTION 2. PROPOSED PUBLIC WATER SUPPLY _ COPY OF WELL SOURCE SITE REVIEW LETTER COPY OF DECLARATION OF COVENANT(S) COPY OF RESTRICTIVE COVENANT(S) (IF APPLICABLE) SEWAGE DISPOSAL COMPLETE SECTION 1 2 OR 3 BELOW SECTION 1. EXISTING SEWER SYSTEM ATTACH SEWER CERTIFICATE OF AVAILABILITY (NAME) SECTION 2.INDIVIDUAL ON -SITE SEWAGE SYSTEMS (OSS) (NAME) RECORDING # TO BE RECORDED WITH FINAL APPROVAL RECORDING # TO BE RECORDED WITH FINAL APPROVAL • CRITICAL AREA REVIEW FROM THE BUILDING OFFICIAL • ATTACH SOIL LOG DESCRIPTIONS INVLUDING SOIL TYPE DESIGNATION (MINIMUM 2 PER LOT) AND • PLOT PLAN (TO INCLUDE LOT LINES, LOT SIZES, LOCATION OF EXISTING SEWAGE SYSTEM(S) AND SOIL LOG HOLES) SECTION 3. COMMUNITY/LARGER ON -SITE SEWAGE SYSTEM (ATTACH PRELIMINARY REPORT) I, HEREBY, CERTIFY THAT THE INFORMATION GIVEN IN THIS EXISTING CONDITIONS ON THIS PLAT. SIGNATURE OF OWNER/AGENT NAME OF LICENSED OSS DESIGNER/PE (PLE PRINT) SIGNATURE OF LICENSED OSS DESIGN E CATION IS A TRUE AND ACCURATE REPRESENTATION OF THE -7-Yo- h_ rd LICENSE #5100122 DATE X APPROVED DISAPPROVED DATE H L'TH & ENVIRCENIOENTAL INVESTIGATOR COMMENTS/CONDITIONS: -See k 4l&— DISTRICT SUPERVISOR 14 ' W ud YES Yi, Ij S ii ISllw0 ! �i �vC) 1.C' , slot I c ink" -- Q3AUD3 �,31VCQ 39VM3S— Zt'£t 2ddV N J HO8J11 `£t 31111) 'NOISI934 3AO8V 3H1 dO 31V4 3H13O SAVQ UVaN31VD 09 NIH11M U391330 H11V3 Ol NOI1V91lddV N31J IlIM V 3113 AVW b3J133O H1lV3H 3H13O U30HO 1VN13 11O NOISI934 ANV 33111W WOJ M31A321 H --� A8 a3AM99V NOSa3d ANV N r` F-_-___.ar-i�I 15h Ray Miller Encompass Engineering & Surveying Jl n Ferrell, Mayor July 28, 2015 165 NE Juniper Street, Suite 201 Issaquah, WA 98027 Email: rmiller@encompasses, net RE: File #15-100375_00-SU; SEPT[C DESIGN APPROVAL Montevista Short Plat, 320 SW 366'" Street, Federal Way Dear Mr. Miller; The City of Federal Ways Community Development Department has received your request for a letter from the city regarding the an -site septic system at the above -mentioned property. icing County Health department needs verification that the city has no objections to the development of ttte seven lots using septic systems, no objections to the location of the on -site sewage system drainfield envelopes, and the proposed seven lets will still maintain a rninirnum lot size of I8,000 sq. ft. after development of roads, drainage systems, and open space requirements, before their department cat, approve the septic design. Per Fect+eral yFay Rc�visecl Cr�cfi (FWRC) 18.60.070 Seivage Disposal ' wherever feasible, all lots in land divisions shall be connected to a sanitary sewer system designed and constructed to the specifications of the Lakehaven Utility District. Where connection to the sanitary sewer system is not feasible, on -site sewage disposal systems may be utilized. The design and construction ofsuch systems shall be approved by the Seattle -King County department of public health. Currently, connection to sanitary sewer system is not feasible based on the location of the sewer line and connection cost; the City has no objections to the seven -lot short plat providing on -site septic systems. Per the submitted geotechnical report prepared by Earth Solutions NW, LLC, dated February 14, 2014, no signs of instability were observed and the site does not meet the requirements ol'a Geologically Hazardous Area. Best management practices (BMPS) should be used for design and construction for the project and geotech recommendations must still be followed. The City has no objection to the sire. location of the d aittiFe[d envelopes on Per FWRC 19.05.120 L definitions `Lot area, ' minimum lot area Per .dwell ing unit is based on the underlying zone- For sjr, gle-Ia.mily lots the area of a Vehicular access easement, private tract, flag pole, or access panhandle shall not be credited in calculation of In1niInurn lot area. Based on plans resubmitted to the city on July 10, 2015, all the lots are more than Kin, County Public Ilealth,s minitnLIM IN size requirement of 18,000 sq. ft. If you Have any questions regarding this letter, please feel free to contact the at 253-835-2641 or becky.chapin@cityoffederalway.com. Sincerely, &x Becky Ch.rl�� t Associate Planner c: Steve [McWilliams, st'veratetiv,rJ)run�e iti�.net Jarone Baker, Public Health, Jarone.[3aker.ct kinOcounty.gov Doc I D 69073 33325 8th Avenue South, Federal Way, WA 98003-6325 • (253) 835-7000 www.cityoffederaiway.com wrsr'.-.a.=.,,,',F��w•T•''aY •h�':a•"-ae,�•(-_"+,.-r-rA 'rTY-+�' i� 1�2J,000 J �YS , Iru _ 2000 F. I IMAP .� 0 025 �.� SEE MAP x A 4 , „s'CORO VAD43 a.r .•s J[tl 5i�• r • 3t. ` ti �. RY �. SisyV 3iQth at $ " #y�SWe'�' SW �Pj ` S! _ _m'• ¢z'- -d�]�3:nej S%5iSySP0!?p1--t3A5Srh 3y Itf35Gh S3+V _t-�,l wya' �@+y �¢ i l¢Li- qg�M;.�3 20-'1� (LEST At, . 35is[ Ya y S- J"3 Sy H(LEBOS YFi•;a� �2.Yr37.F. 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Cr Z �w •'a �°�¢ r ti 7 - ----- �, a Vlflo S1Mi. _ w d �If ra-��-•,AI vi20L .Q ^'�! qW �•a •� AE�I SEE MAP p75z./m _ co r,4 ~ Co. ` m }^ \ \ ~j= 2 C» ` / PVT m .9 C6 2 \ co 2 e R R ` ■: \ � \ � !y CL K \ ( \ Cl)/ \ . § \ L'46z }| --------------- e � = n ctT•r OF 4Z�N�k� . Federal October 31, 2013 CITY HALL �� 33325 Sth Avenue South WFederal Way, WA 98003-6325 (253) 835-7000 www, cityoffederalway. com Mr, Chad Allen Encompass Engineering and Surveying 165 NE Juniper Street, Suite 201 Issaquah, WA 98027 Re: File 913-104388-00-PC, PREAPPLICATION CONFERENCE SUMMARY Montevista Short Plat; 320 SW 366`i' Street, Federal Way Deal- Mr. Allen; Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held October 24, 2013. We hope that the information discussed at that meeting was helpful in understanding the general requirements For your project as submitted. This letter summarizes comments given to you at the meeting by the inembers ofthe DRC. The members who reviewed your project'and provided comments include staff from the city's Planning and Bui!d na Divisions and Public Works ❑epanment, and representatives from Lakehaven Utility District and South King Fire and Rescue. Some sections of the Feclercrl Way Revised C'ode (FWRC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparinu your formal application, please refer to the complete FWRC and other relevant codes for all additional requirements that may apply to your project. The key contact for your project is Senior Planner Janet Shull, jaiiet.slutll(@.cit gffederalwa .cone, or 253-835-2644). For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions aboutthe preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION The applicant proposes development of an eight lot Short subdivision oil a 3.3 I acre site. The property is zoned Residential Single -Family (RS) 15.0. MAJOR ISSUES Outlined below is a summary of tile major issues of your project based on the plans and information submitted for preapplication review. These issues can change due to modifications and revisions in the plans. These major issues only represent comments that the DRC consider most significant. to your project and do not include the majority of the comments provided. The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the entire department comments made in the next section of this letter. J—) Mr. Chad Allen Pate 2 October 31, 2013 • Planning Division —;bm. I. The site is located within a designated geologically hazardous area (Erosion Hazard Area). �--� Public Works Development Services Division 1. Flow control and water quality treatment meeting the standards outlined in the 2009 KCounty ing Cozn Sur face Dater Design Mamrdl (KCSWDiV[) will be required For this project. This property is within a Conservation Flow Control Area, but appears to drain to a Flood Problem Flow Control Area (closed depression). A downstream analysis will be required to determine which level of flow control the project will have to provide. Public Works Traffic Division A Transportation Concurrency permit is required per FWRC Chapter 19.90. Construct street frontage improvements and dedication right-of-way along the property frontage on SW 366"i Street, SW 365i1i Street, and 3" Avenue SW per FWRC 19.135.040, Extend internal road SW 365"' Street across the property from the westerly property line to the easterly property line (-) Avenue SW). Extend 3`d Avenue SW along the easterly property line from SW 366i1' Street to the northerly property line. Revise the current proposal needs to meet block perimeter requirements per FWRC 18.55.010. Submit intersection sight distance analysis per AASHTO standard per FWRC 19.135.300. DEPARTMENT CflNiNIENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference. Each section should be read thoroughly. Ifyou have questions, please contact the renresentativt: listed for that section. PLA NING DME-JOIN (Janet Shull, 253-835-2644, janet.sliuliracityoffe(leraltivay.com) Short Plat Process — Pursuant to FWRC l3. M10. short plat applications are administratively processed through the Department of Community and Economic Development. The administrative review process requires that the Director of Community and Economic Development isSUe a decision Oil the short subdivision request and confirm conformance with FWRC 18.30. 110(2). Public notice of the complete short plat proposal is required per FWRC 18.30.080, and a 15-day public comment period is provided. However, no public hearing will be required unless an appeal is filed. A master land use application and short plat handout are enclosed; relevant code sections are available at the city's website at www.cityoffederalway.com. 2. State Environmental Policy r1ct (SEPA) — Short plat applications are typically exempt From the requirements of SEPA review. File d 1 1-1 W413-00-1'C Doi: 11) 643 11 a Mr. Chad ,Alen Page 3 0 ctober31, 2013 ---- :. Geologically <</o cn-doars Arens - Portions of the site are mapped as erosion hazard areas. The east @&IC� por_ion of the site appears to be relatively steep and may meet the criteria of a landslide hazard area. A geotechnical report that identifies any geologically hazardous areas on -site and makes recommendations for construction practices and required mitigation measures, if necessary. See FWRC 19.160.010. 4. Fees -As development Fees change annually, please contact the Permit Center at 253-535-2607 for an updated fee list prior to submitting your application. Additional utility fees, school impact Fees, concurrency, and engineering plan review fees apply. 5. Lol Size - The zoning for the subject site is RS-15.0. Nlinim um lot size for each lot is 15,000 square feet. As depicted, the proposed lots meet or exceed the minimum lot size requirement. Please also consider the Following definition of"lot area" from FWRC 19.05,120: `"Lot area' means the minimum lot area per dwelling unit based on the underlying zone. For single-family lots, the area of a vehicular access easement, private tract, flab pole, or access panhandle shall not be credited in calculation of minimum lot area." 6. Des gn Criteria - Short plats are subject to the subdivision design criteria of FWRC 18.55.020. ' 7. Setbacks - Existing and future residences must conform to the Following structural setback requirements of FWRC 19.200.010, "Detached Dwelling Units": frontyard-twenty feet- side yard - Five feet; and rear yard -Five feet. S. Illiscellaneous Single -Family Resiclential Regzilations - a) Maximum height of structures-30 feet above average building elevation. b) Maximum lot coverage-50 percent. c) Required parking spaces -two per dwelling unit. d) Driveway and/or parking pad may not be closer than five Feet to any side property line. Open Space - All residential subdivisions are required to provide open space in the antount of 15 percent of the gross land area of the subdivision site per FWRC t8.55.060(2). All or some of the open space requirement may be satisfied by a fee -in -lieu payment at the discretion of the parks direct-"�r after consideration of the city's overall park plan, quality, location, and service area ofthe open space that would otherwise be provided with the project. Open space fees shall be paid prior to recording the short plat, unless the applicant chooses to defer the payment via a covenant recorded against each newly created lot. IF the applicant chooses to provide onsite open space, it shall be provided in its own tract and include a combination of the following types: Open Space Category %, of Gross Land Area Usable 10% minimum Conservation No maximum or minimum BUfFer 2% maximum Constrained 2%, maximum rii- d 0A-01)64311 N,1r. Chad Allen Paue 4 October 31. 2013 10. Ck,aring, Grading and V(,gezation cord Tree Retention —'The short plat is subject to the provisions of FWRC 19,120, "Clearing, Grading, and Vegetation and Tree Retention." It is recomn;ended that FWRC 19.120 be reviewed carefully in reference to the proposed short plat. A clearing and grading plan that meets FWRC 19.120.020 and FWRC 19.120.040 must be submitted with the formal short plat application, if clearing and grading wort: is proposed. The applicant should review FWRC 19.120.1 10 and provisions for lots ize averaging where sites have slopes of 15 percent or greater. It appears that the subject site may be able to utilize this flexible lot design standard to result in better use of the site, and reduced impervious surface and stormwater management costs. The applicant is further encouraged to pursue low impact development (LID) stormwater management approaches to explore the possibility of meeting some or all of the minimum open space requirements on site. Review FWRC 1.9.120.120 for minimum standards for rockeries and retaining walls. The site design Should minimize the need for rockeries and retaining walls and should not require rockeries or retaining walls in excess of sir feet in height. 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. In the case of the 3.31-acre site, 83 tree units are required (25 3.3 1 = 82.75, minus any land area deducted for public or private streets). Tree unit credits are in table 2 of FWRC 19.120.130-2. The site is currently heavily forested and appears to meet the tree density requirement. The formal application must indicate if any trees are to be removed. 1 1. School rLliligation Fees — School mitigation fees (currently $4,215.00 per single-family home) are due at the time of building permit application for new dwelling units. -[his fee an-lount is subject to change as determined annually by the Federal Way School District. 12..4pproval Duration — Short plat preliminary approval expires Five years From the date of approval. Engineering plans must be approved, improvements constructed, and the short plat must be recorded within the five year time period. No less than 60 clays prior to the lapse of approval, the applicant may request a two-year time extension for the short plat approval. 13. Recording — The city will record the short plat with the King County Division of Records and Elections subsequent to Public Works Department approval of subm itted as -built plans. Prior to recording the short plat, all surveying and monumentation must be complete. In addition, all other required improvements must be substantially completed as determined by the departments of ComnuMnity and Economic Development and Public Works. PTV DEVELOPMENT SERVICES D[vfs(ON (Ann Dower, 253-835-2732, ann.dorver@cityoffe(lerahv<iy.com) Land Use Issues — Stormwater 1. Surface water runoff control and water quality treatment will be rewired per the 2009 KingC'ounty Surface 1,Voirr Design Adcrnuol (KCSWDNI) and the City of Federal Way Adclendum to the 2009 KCSIVD;YI. -1-his project meets the requirements for a Full Drainage Review. At the time of short plat F I, i1i-10.3, L;S-00-PC D., 11) 64 ;1 1 Montevista Partners, LLC c/o Encompass Engineering February 14, 2014 Geolocilc Saftins ES-3212 Page 3 Based on review of the 2006 Geologic Map for King County, Washington, the site is located near the margins of recessional outwash and glacial till deposits, The glacial till deposits begin just east of the subject site. Review of the MRCS Soil Conservation Service (SCS) map resource indicates the near -surface soils consist of the Alderwood series (AgB, C and D) gravelly sandy loam. This soil type is characterized by a parent material of Alderwood glacial till soil deposits which formed on terraces. Alderwood soils are assigned to the Hydrologic Soil Group C. We interpret the native soils encountered at the site to represent glacial till deposits. This interpretation is in general agreement with the SCS soil designation. Goolooically Hazardous Areas We reviewed Division V — Chapter 19.160 Geologically Hazardous Areas of the Federal Way Municipal Code. Based on review of King County NAP Sensitive Areas maps, erosion hazard areas are mapped on the eastern half of the site. The slopes along the eastern approximately one-half of the site are inclined at about 15 to 20 percent. During the fieldwork, the site was evaluated for signs of instability or excessive, chronic erosion. The slopes are covered with forested areas and no signs of instability were observed during the fieldwork completed by ESNW. an this basis, in our opinion, standard best management practices (BMPs) should be used for design and construction for this project. ESNW should review the erosion and sediment control plans to confirm adequate measures are in place to protect neighboring properties. DISCUSSION AND RECOMMENDATIONS General Based on the results of our study, the proposed residential development is feasible from a geotechnical standpoint. The primary geotechnical considerations associated with the proposed development include foundation support, suitability of the on -site soils for use as structural fill, and preparation of subgrade areas. The soils encountered at the test pit locations generally have a high sensitivity to moisture based on the fines contents ranging from about 17 to 30 percent. It may be possible to use excavated site soils as structural fill elsewhere depending on the conditions at the time of placement. The ultimate suitability of using the on -site soils as structural fill should be evaluated by ESNW during construction. The owner should be prepared to export unsuitable soil generated from site grading. Earth Solutions NVV, LLC City of Federal Way Critical Areas MapPuget Sound f ` 1711 � 1. _ ` �r i s V . •.. - _' C •S .•1 `ram .�.._.�:... Lh L—'•C : N��s " ; - ••--- Federal Way IN S06 Web date: 11/09/2012 Sewer Availability: y Icing County King County Certificate of Department of Permitting and Environmental Review Sewer Availability ERU_�,_ 35030 SE Douglas Street, Suite 210 N Snoqualmie, WA 98065-9266 206-296-6600 M Relay: 711 For alternate formats, call 206-296-6600. www.kingcounty,gov This certificate provides the Public Health - Seattle & King County Department and the Department of Permitting and Environmental Review with information necessary to evaluate development proposals. Do not write in this box Number Name ❑ Building Permit ❑ Preliminary Plat or PUD ,Short Subdivision ❑ Rezone or other: Applicant's name: MpQ )Jk!SrA Proposed use: Location (attach map and legal description if necessary): ■' \ ■ n _,M sewer 4gency information: ❑ a. OR b. Sewer servicecan be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. Sewer service will require an improvement to the sewer system of. No). (0 , 4S6 ± feet of sewer trunk or lateral to reach the site; andAir (Sim f}n--Am Mae) X (2) The construction of a collection system on the site; andAH IZ(3) Other (describe): VC—V EWoQ61Z l4'G T RE[�U L RED. 2. X a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. NL a. The proposed project is within the corporate limits of the district or has been granted Boundary Review Board approval for extension of service outside the district or city. OR ❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. 4. Service is subject to the following: a. Connection charge: To $E b. Easement(s): D c. Other: SEWER VE9V1r45 &WAMCCT-1t9o'1-F"iQMiTS RFOU1RF_"17 . PW1V)P C * The District, at its sole discretion, reserves the right to delay or deny sewer service based upon rapacity limitations in District and Other Purveyor -facilities. * I certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. LAKEHAVEN UTILITY DISTRICT All ency name Title �Q 4kaJ Pc� Y - Signato nam 1 - Signature Da e SewerAvailabilityFORM.doc b-cert-sewer.pdf S06 11/09/2012 Page 1 of 1 NOTE: Lakehaven utility District Certificate of Sewer Availability -Parcel 3021041061 ` neither warrants nor guarantees the IL_ accuracy of any facility information provided. Facility locations and 0 500 1,000 *6TILIn eilawil conditions are subject to field I L1i51 i verification. Feet 2/9/2015 BIA King County Department of Permitting and Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, WA 98065-9266 206-296-6600 TTY Relay: 711 wwwAingcounty,gov �W04 Web date: 1.1/09/201 Water Availability Paine County Certificate of Water Availability _— — New For alternate formats, call 206-296-6600. This certificate provides the Public Health - Seattle & King County Department and the Department of Permitting and Environmental Review with information necessary to evaluate development proposals. nat.wiite'in Ihis box Number — ❑ Building Permit OZhort Subdivision Applicant's name: _ ❑ Preliminary Plat or PLID '❑ Rezone or other: Proposed use: Tr__ S If � ,� �= Location (attach map and legal description if necessary): '3 ca (0-c" 2 X 3 4. Y� rJ u Water serviee will require, art Impiuvernent to.the water system of: (1) 1 t: Feet of water•main to reach the site; andSSA (2) The construction of a distribution systern on the site; and/or . (3) Other (describe): P,4vg Q.#J AGEEM5 -t fie QiQF=D EXTZ56— _7Z� fj�12_ G=GF, a. The water system is In conformance with a County approved avoter corrrprahensive plan. OR b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay In issuance of a permit or approval.) a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city, or is within the County approved service area of a private water Purveyor. OR Wate can be provided by service connection only -to an existing _ feet from the site. OR OR El b, 5. X a, OR ❑ b. (size) water main that -is Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. Water is or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant c»S't TE_ Feet frorn the building/property (or as marked on the attached map): Rafe of flaw at Peak Qernarrrl: ❑ less than 500 gpm (approx- gpm) . ❑ 500 to @99 gpm �1000 gpm or more ❑ flow testaf g r3 ❑ calculallon of gpril, Durailvn: El than 1 houi ❑ 1 hoar L 22 hours . hours or more Olher: (dote: Vnrnmercral building permits vililch Incrude inuffisami y structuias require flow test or 7letziation.} Water system is not capable of providing fire flow. Water system has certificates of water rights or water right claims sufficient to provide service. Water systern does not currently have necessary water rights or water right claims. Corn ments/cond itions: I certify that the alcove water purveyor:inform-atien is true. This certification shall be valid for one year from date of signature. LAKEHAVEN UTILITY DISTRIC'1.` Agency name Signa ry me } Title Idnature Da#e HlQhest r - -- -a- ----- —• -- i4li n. In PrQssure Zone; - ✓ lEst. Pressure Elevation of Property, �a �a — ; e � �� ryT psi .Lowest Max. The District, at its sole discretion, reserves the right to delay or deny water service based upon capacity limitations in District and Other Purveyor facilities, WaterAvailabiliNFORMAoc b cart-water.pdf W04 '11/09/2012 Pane I of I 1 , NOTE: Lakehaven Utility Disiricl { ` neither warrants nor guarantees the accuracy of any facility i information provided. Facility k4lawn locations and conditions are rlt,lry DISI'RJ subject to field verification. Certificate of Water Availability Parcel No. 3021049069 100 zoo Feet 111180014 BIA Huard Septic Design & Monitoring, LLC PO Box 2243 North Bend, WA 98045 Contractor License # HUARDSD992B3 www.septicdesign.net SOIL LOGS 1-20-2015 MONTEVISTA TAX PARCEL #302104-9069 SOIL LOG #1 0-2" DUFF, 2-36" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 36" COMPACTED. SOIL LOG #2 0-2" DUFF, 2-45" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 45" COMPACTED. SOIL LOG #3 0-2" DUFF, 2-28" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 28" COMPACTED. SOIL LOG #4 0-6" DUFF, 6-45" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 45" COMPACTED. SOIL LOG #5 0-2" DUFF, 2-29" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 29" COMPACTED. SOIL LOG #6 0-2" DUFF, 2-28" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4) 28" COMPACTED. SOIL LOG #7 0-2" DUFF, 2-16" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 16-43" GRAY GRAVELY SANDY LOAM WITH COBBLES (TYPE 4), 43" COMPACTED. SOIL LOG #8 0-2" DUFF, 2-38" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 38-48"+GRAY GRAVELY SANDY LOAM WITH COBBLES (TYPE 4). SOIL LOG #9 0-2" DUFF, 2-17" GRAY GRAVELY MEDIUM SAND WITH COBBLE (TYPE 4), 17-48"+ GRAY GRAVELY SANDY LOAM WITH COBBLES (TYPE 4), . SOIL LOG #12 0-2" DUFF, 2-27" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 27" COMPACTED. Huard Septic Design & Monitoring, LLC PO Box 2243 North Bend, WA 98045 Contractor License # HUARDSD992B3 www.septicdesign.net SOIL LOG #13 0-2" DUFF, 2-44" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 44" COMPACTED. SOIL LOG #14 0-2" DUFF, 2-36" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 36" COMPACTED. SOIL LOG #15 0-2" DUFF, 2-36" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 36" COMPACTED. NOTE: OUT OF SEQUENCE SOIL LOGS WERE FROM PREVIOUS SITE EVALUATION AND DO NOT IMPACT PRELIMINARY SHORT PLAT REQUIREMENTS. Site Plan On Site Sewage Disposa Control Point Description: Northwest property corner PRELIMINARY PLAT qL All storm/footing drains must discharge away from tank and drain field /reserve areas This Drawing does not represent a survey Legend soil log drainfield trench reserve trench water line iD Drainage SCALE large trees o 1"=100 cleanout Huard Septic Design & Monitoring, LLC PO BOX 2243 North Bend, WA 98045 425.831.1781phone/fax 425.888.2866 dave®septicdesign.net Miller/Montevista 320 SW 366th St. Federal Way, WA 98023 Tax Parcel #302104-9069 1 /22/15 Dave Huard Licensed Designer I i ' I 1 � I 3.4 SL-4 o ! 18180 SQ FT 1 co I ! I E ! I i i I f r— — — — — — — — — — L -__ - - -- ------ 5.1 `— F---------------- - - - -- i r i i I I r � I i I SL-2 50.00' i 18182 SQ T I SL-1 65.00' I I I I I 1 i 5.9 — �f I N89 32'14 "W 5 S1DE,1V,4Lu BOO Tel ' TIC �T + Site Pan On Site Sewage Disposal Control Point Description: Northwest property corner 20090 (TOTAL) j 18053 SQ FT (NET) SL-13 I I i i 30. 0' 47. SL-14 � � I i 30. I I SL-15 I I QO2 2 18037(TO TA L(N�T) SQ FT I I i f 290.00' - - - -- W PRELIMINARY PLAT :,yy!P-+PRG'.' Ll� All storm/footing drains must discharge away from tank and drainfield/reserve areas This Drawing does not represent a survey Legend soil log drainfield trench reserve trench -- water line ''dGr— Drainage '- SCALESCALE large trees Q „--An, cleanout --X Huard Septic Design & Monitoring, LLC PO BOX 2243 North Bend, WA 98045 425,831.1781phone/fax 425.888.2866 dave®septicdesign.net Miller/Montevista 320 SW 366th St. Federal Way, WA 98023 Tax Parcel #302104-9069 1 /22/15 Dave Huard Licensed Designer I SL-12 I f Site Pan On Site Sewage Disposal Control Point Description: Northwest property corner PRELIMINARY PLAT All storm/footing drains must discharge away from tank and drainfield/reserve areas This Drawing does not represent a survey Legend soil log drainfield trench reserve trench water line Drainage SCALE large trees o cleanout W Huard Septic Design & Monitoring, LLC PO BOX 2243 North Bend, WA 98045 425.831.1781phone/fax 425.888.2866 dave0septicdesign.net Miller/Montevista 320 SW 366th St. Federal Way, WA 98023 Tax Parcel #302104-9069 1 /22/15 Dave Huard Licensed Designer GREATER THAN 5—FOOT CL BANK 5.0 I 0.7 r '+ 50' SEPTIC DRAIN FIELD i SETBACK I � 1 _21944 SQ.FT. (TOTAL) 21444 SQ. FT (NET)07 7 SQ FT SL-8 .,ASS DO c l�I T LJ 22220 SQ F (TM4-Ly - 6 19135 (NET) I SQ FT TRACT TOTAL) 400 S.F. N89 40'44 "W 290.00' Site Plan On Site Sewage Disposal Control Point Description: Northwest property corner PRELIMINARY PLAT DPRO ED AT T ' KING COUNTY .P PUBLIC HEAL, a All storm/footing drains must discharge away from tank and drain fie] d/reserve areas This Drawing does not represent a survey Legend soil log • drainfield trench reserve trench -- water line Drainage SCALE large trees 0 _ . cleanout -w— Huard Septic Design & Monitoring, LLC PO BOX 2243 North Bend, WA 98045 425.831.1781phone/fox 425.888.2866 dave®septicdesign.net Miller/Montevista 320 SW 366th St. Federal Way, WA 98023 Tax Parcel #302104-9069 1 /22/15 Dave Huard Licensed Designer l i i l �.n I I — 4� m '� co _ _ _ — / � soa•.��;,93 ••H� l � ` / � a5� � '627.33' �_ JI I r— r + .■ ! a 14 _ _ _ to _ r I 1• �:-°r�r�ga,':77 � �`-- o as —tz �■ �� v'0, w Gn P �\y, a� }w 2 O •<' r� y ��_/r-- h r� 320_ N J� -I 47 D7� 4 A W � ` ` ' RI • a■ ¢ / �. � -. _ 1 �// f� 9yX � =-� � ` /r a310 el �-� • _ N ill _� _ - a /� fir', l / On N DIE '- �• -'�`: �::� ■ • • • _• • a • . a a ♦ � a a• a . i ■ •• ,• ■ ■ _ .j. rn I'. `- 'Z �: - isWJJ;; •' • - _ a • / J � �/ r" "si+ao �x PLACE: 7/- 100 � AN Q II.-_�• - _ a• - - -N:�_/` _ — - _:;i _ �r •�I. J!•u O/i /' / /,�/ r/l _� / f 1 _ `ram~ J. �: Qll1 jj •QN -• [ll ■ 4• ' tiJa a• a••■,' •'<•'a' i O : r , I : _ _ + �' . . • < ? ■ a a !f a +■ -.s. • a a R -tfi / / / i [� / / / f / / r r Jl -01C9 p0 CID �?_ IE } '� '�/ I / arm r� tn its _ r / I,F x` —J + 05, — J O / �_ 3 �/ J �� n� ✓�'� f �cr h] �� f W - / ... J Q� a 0{J �, r%� f } C° �D AVEoaotiT 4 " / j c% v From: Becky Chapin Sent: Wednesday, October 28, 2015 11:53 AM To: Steve Ikerd Subject: Montevista Short Plat Open Space Fee -in -Lieu Attachments: 20151028095638.pdf; Preliminary Montevista.pdf Hi Steve, Montevista Short Plat, a Not short plat, is requesting to pay a fee -in -lieu of the 15% open space requirement. The subject property is located at 320 SW 366th Street. It is understood that at the time of this request the fee -in -lieu is calculated at 15% of most recent assessed land value or $24,750, which could change at the time of final recording. I've included the letter stating the applicant authorizes the City to use the open space fee in any of the Parks Planning Areas and preliminary short plat drawings. After review, please let me know if the Parks Department approves this fee -in -lieu payment. I'm available to answer any questions regarding the Open Space or overall project. Thanks, Becky Chapin Associate Planner of Federal Way 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:253-835-2641 Fax: 253-835-2609 www.cityoffederalway.com Encompass .. ENGINEERING & S :RVEYING r� Toga�'er WZ4,P, 13&Z*K4, & H&Lmk erg October 27, 2015 John Hutton, Director of Parks, Recreation & Cultural Services City of Federal Way 33325 8t' Avenue South Federal Way, WA 98003 RE: Montevista Short Plat, File # 15-1000875-SU Dear Mr. Hutton, This letter authorizes the City of Federal Way to use the open space fee -in -lieu for the Montevista Short Plat in any of the Parks Planning Areas the City wishes. Per Federal Way Revised Code (FWRC) 18.55.060, a fee -in -lieu- of open space has been requested to satisfy open space requirements for the seven (7) lot short plat. The fee -in -lieu of is calculated at 15 percent of the most recent assessed value of the property or $ (based on 2015 assessed land value of the existing undivided parcels), which may change at the time of recording. Sincerely, ENCO ASS ENGINEERING & SURVEYING 4Raand E. Miller, P.E. Senior Engineer Western Washington Division 165 NE Juniper St., Ste 201, Issaquah, WA 98027 Phone: (425) 392-0250 Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd., Cle Elum, WA 98922 Phone: (509) 674-7433 Fax: (509) 674-7419 www.EncompassES.net CITY OF 'A Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 81h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 wLyw.cltytiffedcl'a1-,yay.coIll CALCULATING TREE UNITS (IN RS ZONES) (Chapter 19.120 Federal Way Revised Code) ■ To determine the minimum tree units required for your site: (lot size in square feet) 43,560 (sf/acre) = x 25 (units/acre) _ (lot size in acres) C5 (minimum tree units) Example: Lot Size = 9,723 square feet 9,723/43,560 = .22 acres .22x25 = 5.5 = 6 tree units ■ To determine number of existing or replacement tree units: Existing Trees Includes all trees except invasive species and hazard trees Tree Size (diameter at breast height 14.51) # of Trees Tree Units Total Units 1 " to 6" dbh x 1.0 — > 6" to 12" dbh I x 1.5 = 22ICJ > 1211 to 18" dbh x 2.0 = (� > 18" to 24" dbh x 2.5 = S > 24" dbh x 3.0 — Total Existing Tree Units Replacement Trees Evergreen Trees — minimum 6' in height at planting Deciduous Trees — minimum 2" caliper at planting Species Tree Units Small Canopy (mature canopy area <450 square feet) 0.5 Examples: Japanese Maple, Black Hawthorne, Western Crabapple Medium Canopy (mature canopy area 450 —1,250 square feet) 1.0 Examples: Western White Pine, Choke Cherry, Honey Locust Large Canopy (mature canopy area > 1,250 square feet) 1.5 Examples: Douglas Fir, Tulip Tree, Western Red Cedar For a complete list of recommended replacement trees, see Bulletin #068 Bulletin #073 —January 1, 2011 Page 1 of 1 k:\Handouts\Calculating Tree Units .#he�ry 2-5 .. September 15, 2015 Jim Ferrell, Mayor Ray Miller Encompass Engineering & Surveying 165 NE Juniper Street, Suite 201 Issaquah, WA 98027 RE: File #15-100875-00-SU; TECHNICAL COMMENT LETTER Montevista Short Plat, 320 SW 366`h Street, Federal Way Dear Mr. Miller: The Community Development Department has reviewed your July 10, 2015, resubmittal of documents related to the Montevista Short Subdivision application. City departments have provided the following comments that will need to be addressed prior to preliminary approval of your application, or as otherwise noted. Questions regarding the technical review comments should be addressed to the referenced staff representative. Becky Chapin, Planning Division, 253-835-2641, _becky.chapin a�. cityoffederalway.com 1. Content & Form of Application — Please provide the following applicable items as identified in Bulletin #010 and content requirements of Federal Way Revised Code (FWRC) 18.30.030 in the "Project Information" section of the short plat document: ■ Phone number of the property owner. ■ Comprehensive Plan and Zoning classification of the proposed short subdivision siteand adjoining properties. The zoning is Single Family Residential (RS 15.0) and comprehensive plan designation is Single Family, Medium Density. • Total acreage of access easements and area dedicated to the city. • Net plat area (gross plat area minus access easements/city dedication/drainage easements/open space). 2. Title Blocks — When resubmitting corrections or submitting the final document for recording, please include the City's file number 15-100875-00-SU in the title block. 3. Open Space — Please provide a statement explaining how open space shall be provided. It appears that 15,569 sq. ft. of open space will be provided on site. Usable open space is an area which has appropriate topography, soils, drainage, and size to be considered for development as active recreation area. The topography of the site -is a concern and may not meet the requirements of usable open space. The open space must also be available to all homeowners; how is access provided to Open Space Tract? How will the area be improved? Please explain how this meets the open space requirement of FWRC 18.55.060 and how all homeowners will access the open space. It does not appear that the required 15 percent of the gross land area of the subdivision will be provided on site. A written request to Parks Director John Hutton must be submitted if the remaining open space balance shall be paid as a fee -in -lieu, pursuant to FWRC 18.55.060(2). 33325 8th Avenue South, Federal Way, WA 98003-6325 (253) 835-7000 - www.cityoffederalway.com Mr. Miller September 15, 2015 Page 2 4. Tracts/Easements — Please provide notes on the face of the short plat that describe the Tracts/Easements use, maintenance, and who is to benefit. • On the short plat drawings there is a Tract B; however, on the engineering drawing Tract B was removed. What is the purpose of Tract B? Remove from the short plat drawing if no longer applicable. The 20' access easement along lot 6 should be revised to include access/drainage/utilities easement (assuming utilities will be located therein.) The open space area must be labeled as `Open Space Tract' and must be maintained and owned in perpetuity by the home owners of lots 1-7. If a Homeowner's Association is created the Covenant, Conditions, & Restrictions (CC&Rs) must be submitted to the city and recorded with King County prior to recording the short plat. The recording member of the CC&R must be referenced on the face of the plat. Otherwise, if no HOA is created, the applicant must add a note oil the face of the plat which states something to the effect of: "The Open Space Tract is for the benefit of all lot owners in this plat. Each ownership of a lot in this plat (Lots 1 through 7 inclusive) includes an equal and undivided ownership and maintenance interest in the Open Space Tract. Written permission from the City of Federal Way is required for any tree and/or vegetation removal or maintenance activities." 5. Setbacks — Per FWRC 19.200.010, required yards for detached dwelling units are 20 ft. front, five ft. rear, and five ft. side. The side yard setback for a corner lot for that portion of the lot not adjacent to the primary vehicular access is 10 ft., otherwise five ft. All of the lots on the short plat are depicted at 10 ft. side/rear yard. Please indicate where the driveway/primary vehicular access will be located on lots 1, 4, 5, and 6 and revise the setbacks accordingly on short plat drawing. Lot 7 is considered a pan handle/flag lot. Refer to FWRC 19.05.160, "Property line " (enclosed) for how required yards are applied for flag lots. Relinquished Easement — Please remove the depiction of the 30' road & utility relinquished easement on Sheet 2. The reference on Sheet 1 is sufficient. Ann Dower, Development Services, 253-835-2732. ann.dower citvoffederalway.com The submittal provided on July 1-0, 2015, has been reviewed. The plans are acceptable for preliminary plat approval and no further information is required: Right-of-way dedication on the parcel to the west of the proposed short plat will be required as a condition of this design. The next step is Engineering Review, which is required for all civil site improvements. The developer must apply for Engineering Review and pay associated review fees. Much of the basic design has been provided; however, a more technical level of review will be done at this stage. The engineer should review the city's Engineering Review Checklist for details that will be required. 15-100875 Doc, I.D. 68829 Mr. Miller September 15, 2015 Page 3 _ For engineering review, some of the items that will need to be provided include: King County Health Department approval must be obtained for the combined locations of the rain gardens, dispersion trenches, and septic systems. This approval should be obtained prior to further engineering review. 2. Add plants to the rain garden. Add City approval signature blocks to the lower right corner of all engineering sheets. 4. The rain garden cross section is required to include a minimum of one foot of soil depth above the rock gallery and four inches of mulch. Street lighting plans must be provided for review. 6. The TIR must discuss detention and water quality treatment as it applies to the new impervious area created by the frontage improvements on SW 366"' St. General Information I . Existing easements for utilities, individual lot access, etc. that are located within the areas to be dedicated for public right-of-way must be relinquished. It is the developer's responsibility to secure these relinquishments. It is recommended that the'developer begin this process early. 2. A statutory warranty deed will be required for dedication of public right-of-way. The applicant's surveyor will be required to provide legal descriptions and exhibit snaps conforming to King County recording requirements. Short Plat Map I . Along with the legal description for the main lot, include legal descriptions for the adjoining lots that belong to the developer. 2. Provide the names of all vested owners under the signature lines in the Owners Declaration/Dedication. 3. Use City of Federal Way standard title blocks and dedication language. Health Department approval block is required for approval due to septic systems. 4. Revised plat map and lot closure calculations confirming the new lot configurations are required. These must be stamped by the licensed land surveyor. Brian Asbury, Lakehaven Utilfty District 253-946-5407 BAsbury@.Iakehaven.org The applicant will need to submit an application for either Developer Pre -Design Meeting or Developer Extension Agreement for Lakehaven to formally commence the water plan review process. Lakehaven encourages owners/developers/applicants to apply for Lakehaven processes separately to Lakehaven, and sufficiently early in the pre-design/planning phase to avoid delays in overall project development. 15-100875 Doc. I D. 68829 Mr. Miller September 15, 2015 Page 4 CLOSING Additional comments from City staff may be forwarded at a later date. Please make the following corrections and resubmit six copies of the short plat drawing accompanied by the completed "Resubmittal Information Form." Pursuant to 18.05.080, if an applicant fails to provide additional information to the City within 180 days of being notified that such information is requested, the application shall be deemed null and void and the City shall have no duty to process, review, or issue any decisions with respect to such an application. If you have any questions regarding this letter, please contact me at 253-835-2641 or becky.chapin@cityoffederalway.com. Sincerely, Becky Cliapin Associate Planner enc: Resubmittal Handout FWRC 19.05.160, Property Line c: Steve McWilliams, stevemcw@comcast.net comcast.net Ann Dower, Senior Engineering Plans Reviewer Brian Asbury, Lakehaven Utility District 15-100875 Doe. I.D. 68829 Ray Miller Jim Ferrell, Mayor Encompass Engineering & Surveying 165 NE Juniper Street, Suite 201 Issaquah, WA 98027 Email: rmiller@encompasses.net RE: File #15-100875-00-SU; SEPTIC DESIGN APPROVAL Montevista Short Plat, 320 SW 366`h Street, Federal Way Dear Mr. Miller: July 28, 2015 FiLE The City of Federal Way's Community Development Department has received your request for a letter from the city regarding the on -site septic system at the above -mentioned property. King County Health Department needs verification that the city has no objections to the development of the seven lots using septic systems, no objections to the location of the on -site sewage system drainfield envelopes, and the proposed seven lots will still maintain a minimum lot size of 18,000 sq. ft. after development of roads, drainage systems, and open space requirements, before their department can approve the septic design. Per Federal Way Revised Code (F WRC) 18.60.070 `Sewage Disposal' wherever feasible, all lots in land divisions shall be connected to a sanitary sewer system designed and constructed to the specifications of the Lakehaven Utility District. Where connection to the sanitary sewer system is not feasible, on -site sewage disposal systems may be utilized. The design and construction of such systems shall be approved by the Seattle -King County department of public health. Currently, connection to sanitary sewer system is not feasible based on the location of the sewer line and connection cost; the City has no objections to the seven -lot short plat providing on -site septic systems. Per the submitted geotechnical report prepared by Earth Solutions NW, LLC, dated February 14, 2014, no signs of instability were observed and the site does not meet the requirements of a Geologically Hazardous Area. Best management practices (BMPS) should be used for design and construction for the project and geotech recommendations must still be followed. The City has no objection to the location of the drainfield envelopes on site. Per FWRC 19.05.120 L definitions `Lot area, 'minimum lot area per dwelling unit is based on the underlying zone. For single-family lots the area of a vehicular access easement, private tract, flag pole, or access panhandle shall not be credited in calculation of minimum lot area. Based on plans resubmitted to the city on July 10, 2015, all the lots are more than King County Public Health's minimum lot size requirement of 18,000 sq. ft. If you have any questions regarding this letter, please feel free to contact me at 253-835-2641 or Becky.chapin@cityoffederalway.com. Sincerely, Becky Cha Associate Planner c: Steve McWilliams, stevemcivamcomcast.ltet Jarone Baker, Public Health, Jarone.Baker@kingcounty.gov Doc. I.D. 69078 33325 8th Avenue South, Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Federal Way REVISED NOTICE OF MASTER LAND USE APPLICATION Project Name: Montevista Short Plat Project Description: The applicant has made sub- stantial changes to the proposed short subdivision of two single-family lots into six single-family lots. The revised proposal is now a seven -lot short sub- divisions. Site improvements Include paved access roadway, gravel dispersal trenches for individual lot drainage, and rain garden swates. The subject property is zoned Single Family (RS15.0). Agent: Ray Miller, Encompass Eng. & surveying, 165 NE Juniper St., Suite 201, Issaquah, WA 98027 Project Location: 320 SW 366th Street, Federal Way. Tax Parcel ID #302104-9069 & 302104-9114 Date of Application: February 28, 2015 Date Determined Complete: March 19, 2015 Original Date of Notice of Application: March 27, 2015 Revised Date of Notice of Application: July 24, 2015 Requested Decision and Otter Permits Included with this Application: The applicant requests a short subdivision decision (File #15-100875-00- SU) issued by the Director of Community Develop- ment pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals In conjunction with the short subdivision decision include Concurrency (File #15-100876- 00-CN); and yet -to -be -filed Engineering Review. 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 Documents: Revised Preliminary Technical Information Report, Wetland and Stream Determination, and Geotechnical Engineering Study. Development Regulations to Be Used for Project Mitigation: FWRC Title 16 'Surface Water Manage- ment;' Title 18'Subdivisions;' Title 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 flie 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 10, 2015. Only per- sons who submit written documents to the Olrec- tor, or specifically request a copy of the original decision may appeal the Director's decision. Availability of File and Environmental Documents: The official project file and referenced environmen- tal documents are available for public review dur- ing normal business hours at the Community De- velopment Department, 33325 8th Avenue South, 2nd Floor, Federal Way, WA 98003 Staff Contact: Becky Chapin, Associate Planner, 253-835-2641, becky.chap i n@cf tyoff ed era Iway. c om Published in the Federal Way Mirror on Friday, July 24, 2015 FWM 2261 i■�i� 31919 1't Ave S, Suite 1011 Federal, Way, WA 98003 1253.925.5565 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 weeks(s), commencing on the 24th day of July 2015, and ending on the 24th day of July 2015 , 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 $409.20, 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 4th day of September 2015. Notary Public in and for the State of Washington, Residing at Buckley 1 �� p��c�S l6lV E';F:Af �•r� �� pd . 0 i NOTARY z PUBLIC i Z WA5'AN�,�t. z 40kCITY 40'::S=P OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003-6325 253-835-7000; Fax 253-835-2609 www.cifvoffederolwov.com DECLARATION OF DISTRIBUTION I, Becky Chapin 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 ❑ posted to or at each of the attached addresses on &Zi , 2014. Project Name File Number(s) Signature Montevista Short Pla 15-100875-S Date r K:\PLANNING INTERN\Declaration dYDWribulion notices\Declaration of Distribution with Posting Sites.doc Posfin _ Sites: Federal Way City Hall - 33325 8th Avenue Federal Way Regional Library - 34200 1 St Way South Federal Way 320th Branch Library - 848 South 320th Street Subject Site - 320 SW 366th Street K:\PLANNING INTERN\Declaration of Distribution notices\Declaration of Distribution with Posting Sltes.doc M REVISED NOTICE OF MASTER LAND USE APPLICATION Project Name: Montevista Short Plat Project Description: The applicant has made substantial changes to the proposed short subdivision of two single-family lots into six single-family lots. The revised proposal is now a seven -lot short subdivision. Site improvements include paved access roadway; gravel dispersal trenches for individual lot drainage, and rain garden swales. The subject property is zoned Single Family (RS15.0). Agent: Ray Miller, Encompass Eng. & Surveying, 165 NE Juniper St., Suite 201, Issaquah, WA 98027 Project Location: 320 SW 366 h Street, Federal Way. Tax Parcel ID #302104-9069 & 302104-9114 Date of Application: February 28, 2015 Date Determined Complete: March 19, 2015 Original Date of Notice of Application: March 27, 2015 Revised Date of Notice of Application: July 24 2015 Requested Decision and Other Permits Included with this Application: The applicant requests a short subdivision 3 x RS9.6 b �ki!aPwrDMY' c RS9.6 �+ n w a SW 360TH Sr Rse e Q r iRS 15.0 N decision (File #15-100875-00-SU) issued by the Director of Community Development pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in conjunction with the short subdivision decision include Concurrency (File #15-100876-00-CN); and yet -to -be -filed Engineering Review. 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 Documents: Revised Preliminary Technical Information Report, Wetland and Stream Determination, and Geotechnical Engineering Study. 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 10, 2015. 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 Documents: The official project file and referenced environmental documents are available for public review during normal business hours at the Community Development Department, 33325 8`h Avenue South, 2nd Floor, Federal Way, WA 98003 Staff Contact: Becky Chapin, Associate Planner, 253-835-2641, becky.chapin@cityoffederalway.com Published in the Federal Way Mirror July 24, 2015. J%� CIT Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.cityoffederalway.com DECLARATION OF DISTRIBUTION hereby declare, under penalty of perjury of the laws of the State of Washington, that a: �Ev,sJ Notice of Land Use Application/Action ❑ Notice of Determination of Significarce (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 Interpretatbn ❑ 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 Pelmit ❑ Adoption of Existing Environmental Document was Xmailed ❑ faxed ❑ e-mailed and/or ❑ posted to or at each of the attached addresses on 2 2- ,__. 2015. Project Name File Number(s) ) --/ b D 2 -7 Signature —7:!7�— Date K:\CD Administration Files\Declaration of Distribution.doc/Last printed 1/8/2015 10:07:00 AM Interested Parties — NOA and revised short plat drawing Sally and Tom Jackson 36406 3rd Ave SW Federal Way, WA 98023 Steven and Heather Salter 36526 3rd Ave SW Federal Way, WA 98023 Nancy McHugh 36518 3rd Ave SW Federal Way, WA 98023 Mary and James Hild 36500 3rd Avenue SW Federal Way, WA 98023 Harold Johnson 36522 2nd Ave SW Federal Way, WA 98023 REVISED NOTICE OF MASTER LAND USE APPLICATION Project Name: Montevista Short Plat Project Description: The applicant has made substantial changes to the proposed short subdivision of two single-family lots into six single-family lots. The revised proposal is now a seven -lot short subdivision. Site improvements include paved access roadway, gravel dispersal trenches for individual lot drainage, and rain garden swales. The subject property is zoned Single Family (RS 15.0). Agent: Ray Miller, Encompass Eng. & Surveying, 165 NE Juniper St., Suite 201, Issaquah, WA 98027 Project Location: 320 SW 366`" Street, Federal Way. Tax Parcel ID #302104-9069 & 302104-9114 Date of Application: February 28, 2015 Date Determined Complete: March 19, 2015 Original Date of Notice of Application: March 27, 2015 Revised Date of Notice of Application: July 24, 2015 Requested Decision and Other Permits Included with this Application: The applicant requests a short subdivision M RS9.6 030 a RS9 6 % n - SW 3HTM ST y % RSS.6 % RSS.i < Q � N % IRS 15.0� r N decision (File #15-100875-00-SU) issued by the Director of Community Development pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in conjunction with the short subdivision decision include Concurrency (File #15-100876-00-CN); and yet -to -be -filed Engineering Review. 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 Documents: Revised Preliminary Technical Information Report, Wetland and Stream Determination, and Geotechnical Engineering Study. 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 10, 2015. 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 Documents: The official project file and referenced environmental documents are available for public review during normal business hours at the Community Development Department, 33325 8d' Avenue South, 2nd Floor, Federal Way, WA 98003 Staff Contact: Becky Chapin, Associate Planner, 253-835-2641, becky.chapin@cityoffederalway.com Published in the Federal Way Mirror July 24, 2015. -Telm 1 B• f 1e" I I 1 I I ) S' WIRE ["ENCF + .I\ r T l y \ { I I \ 1 I 1 .' I MONTEVISTA SHORT PLAT SE 114 OF SE 114 OF SECTION 30, T. 21 N., R. 04 E., W.M. CITY OF FEDERAL WAY, STATE OF WASHINGTON LEGEND 0Q WATER VALVE b FIRE HYDRANT ® WATER METER ® IRRIGATION CONTROL VALVE UTILITY POLE GUY ANCHOR •R10400K RI5YR �P POWER VAULT LIGHT POLE STREET SIGN GUARD POST O - Ix — z o ID PO ' SCALE 1" = 40' PROJECT INFORMATION: OXHER y0N7EYISfA PARAzzi LLC 51 �` A?F P00 BELLE" 1 NY-CH)2 6ACE 5TE15 7LCIIUTAUS 5 Q1pl +> 0 & wm7wo DyOMWµ ' 9AIE' scf M(( wA se bON AC RAYi: R.4Y Wam RE TAX PARCEL NUMBER: 3021049069 GROSS 577E AREA- *IB7,030 SF (4.16 AC.) NUMBER OF LOTS PROPOSED- 7 NUMBER OF OMELNG UNITS 7 SMALLEST PROP051O LOT 14180 SF. ZWING DESIGNATION: RSI&O SINGLE FAMILY PROPOSED USE SINGLE FAMILY DETACHED ALLOWED DENSITY.. 15,000 SF. PER LOT (TAGOO S.F. FOR SEPTIC) OPEN SPACE 14568 SF. WATER & SRO SERWCE LAKEHA N UnUTT DISWT SITE DATA: FRONT YARD: 20' SIDE YARD: 10' REAR YARD, III, EX CB RIM=273.70 A.10 (7 INV-�111i.-SESSEtui�'EI EY CU rA0E39 INV=20339 (12-LMP-E) INV=287.53 (B'PVC-E) VICINITY MAP x.r.S LEGAL DESCRIPTION: 171E IHEsr 290 FEET aP I1IE l/(A[gIKE37 WARIER � AIE Sa mwsi aTnff DF Tn EO 4 Dw. *NRtER Hr SCO COUNTY 30. TOIHRI� Pf NORTEE 1LV(PF � EA+'L TLEI,. OI LPNC CIXOJ11' 1tl14IDKTIO9f DICEPT 711E SOUTH 3O FEET THEREOF. DATUM: KCAS (KCAS-16 = NOVO 29) BENCHMARK: ,c E YPVNL1*n1 fA� SkiT R7B' BELOW GRADE W A sTAxgAkO ILS=li NpNMENT CASE YFRI PAN met LOC's K! RT' MiDLY.E 0'' INE KTIERSECTI(f7 Or P1ST ANXIE 55 ANO sx -sane siRE 1 EEEVAApT - ucssrz Eur INSTRUMENTATION: ai57R1R,ENT USm. 5 SECOND TOTAL STATION. Q TLI�S WASa!�i.L' OQ4 �+ ' VM WAG 332-130-090. CONTRACTOR RESPONSIBILITY: OB STE �! A�RIA7P. fCroTIeEAF'i7f AASsvin LL DP[A1AN L7.'�W.YG roL975E 0r LYYHSiL11CA0N pF TBS PR0.ECL ANO THAT RlAS REaU�K. CM 4; Tw APPLY OprA1K1OUYY A110 EIaI 6E IlK1LT0 N IWAK mm?a TG HOI&HS 111E yROy , REALN 04 AL-M W CGW.9L'L' AIM zxaPM/ I jl� SOIE AF IOENCi or �D OR THE- V OVfF uAH7JiY AIT9hY. DISCREPANCIES. - IF Ts,RE ARE ANY M1119M'OVS PT DRAMYIGS AM Eb57RM OIhDITKfiS NdR71 MIL AFFECT AIE YgIOC iIIE COMACTCA SKAa 5A31'5 SU[N Ly5(AEPANC>E~-7 TG THE ATFMF W IY THE IXCJ— FOR AD D S PROO'AYaC. WRf A>F XPR[ INE OONIRAC P1AU- M. 8E 01: SPROM MBiONg IMI Al "MI6 RGADFD IA"W7 ADS 001NRACT TRADES SHEET INDEX.' TITLE SITE PLAN CITY OF FEDERAL WAY STD. NOTES & DETAILSCIA t EXISTING CONDITIONS GRADING & TESC PLAN ROAD & STORM PLAN 04.0 ROAD & STORM DRAINAGE PROFILES C5.0 ROAD & STORM DRAINAGE PROFILES C5.1 SANITARY SEWER & WATER PLAN C6.0 SIGHT DISTANCE EXHIBIT C7.0 Mm Lmnam Rm & Ow- W.M. 34 `<E UES,IV-I'FEG ;UL 1 D H1.) CITYOF FEDFRAL I:VA:Y i Know. what's below. Call before you dig. CITY OF -' Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 wvvw.qitvoffederalwa .cam DECLARATION OF DISTRIBUTION hereby declare, under penalty of perjury of the laws of the State of Washington, that a: Y- ,'Sj ® 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 Peimit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed Ae-mailed and/or ❑ posted to or at each of the attached addresses on 201 S. Project Name J" ` On't� 5� File Number(s) 5 - / DD 'i-:-7 5 9 Si natureDate K:\CD Administration Files\Declaration of Distribution.doc/Last printed 1 /B/201 S 10:07:00 AM Tamara Fix From: Jennifer Anderson <jnderson@fedwaymirror.com> Sent: Thursday, July 23, 2015 10:32 AM To: Tamara Fix Subject: Re: Montevista NOA Got it, thanks! Jennifer Anderson Advertising Sales Consultant Office: 253-925-5565, Ext 3056 Internal: 02-3056 Fax: 253-925-5750 31919 1st Ave S, Ste 101, Federal Way, WA 98003 1R- Sound Publishing, Inc. Map Print Rates Online Rates Media Ki Sound In On Thu, Jul 23, 2015 at 8:35 AM, Tamara Fix <Tamara.Fix c@ci offederalwa .comma wrote: Please publish the following legal notice (Montevista NOA, 15-100875) in Friday's (July 24, 2015) issue. Please confirm and issue an affidavit of publication. 'z ri V+a f 215-A- REVISED NOTICE OF MASTER LAND USE APPLICATION Project Name: Montevista Short Plat Project Description: The applicant has made substantial changes to the proposed short subdivision of two single-family lots into six single-family lots. The revised proposal is now a seven -lot short subdivision. Site improvements include paved access roadway, gravel dispersal trenches for individual lot drainage, and rain garden swales. The subject property is zoned Single Family (RS15.0). Agent: Ray Miller, Encompass Eng. & Surveying, 165 NE Juniper St., Suite 201, Issaquah, WA 98027 Project Location: 320 SW 366th Street, Federal Way. Tax Parcel ID #302104-9069 & 302104-9114 Date of Application: February 28, 2015 Date Determined Complete: March 19, 2015 Original Date of Notice of Application: March 27, 2015 Revised Date of Notice of Application: July 24, 2015 Requested Decision and Other Permits Included with this Application: The applicant requests a short subdivision decision (File #15-100875-00-SU) issued by the Director of Community Development pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in conjunction with the short subdivision decision include Concurrency (File #15-100876-00-CN); and yet -to -be -filed Engineering Review. 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 Documents: Revised Preliminary Technical Information Report, Wetland and Stream Determination, and Geotechnical Engineering Study. 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 10, 2015. 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 Documents: The official project file and referenced environmental documents are available for public review during normal business hours at the Community Development Department, 33325 8th Avenue South, 2nd Floor, Federal Way, WA 98003 Staff Contact: Becky Chapin, Associate Planner, 25 3-835-2641, becky.ehapino�ityoffederalway cvm Tamara Fix Administrative Assistant e . o� Federal 'llllay 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:253/835-2602 Fax:2531835-2609 www.cityoffederalway.com REVISED NOTICE OF MASTER LAND USE APPLICATION Project Name: Montevista Short Plat Project Description: The applicant has made substantial changes to the proposed short subdivision of two single-family lots into six single-family lots. The revised proposal is now a seven -lot short subdivision. Site improvements include paved access roadway, gravel dispersal trenches for individual lot drainage, and rain garden swales. The subject property is zoned Single Family (RS15.0). Agent: Ray Miller, Encompass Eng. & Surveying, 165 NE Juniper St., Suite 201, Issaquah, WA 98027 Project Location: 320 SW 366d' Street, Federal Way. Tax Parcel ID #302104-9069 & 302104-9114 Date of Application: February 28, 2015 Date Determined Complete: March 19, 2015 Original Date of Notice of Application: March 27, 2015 Revised Date of Notice of Application: July 24, 2015 Requested Decision and Other Permits Included with this Application: The applicant requests a short subdivision i RS9.6IL i s� ? N 6 sw MTN ST RS9.6 RSO4 i V RS 15.0 1 `r N decision (File #15-100875-00-SLl) issued by the Director of Community Development pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in conjunction with the short subdivision decision include Concurrency (File #15-100876-00-CN); and yet -to -be -filed Engineering Review. 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 Documents: Revised Preliminary Technical Information Report, Wetland and Stream Determination, and Geotechnical Engineering Study. 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 10, 2015. 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 Documents: The official project file and referenced environmental documents are available for public review during normal business hours at the Community Development Department, 33325 8 h Avenue South, 2nd Floor, Federal Way, WA 98003 Staff Contact: Becky Chapin, Associate Planner, 253-835-2641, becky.chapin@cityoffederalway.com Published in the Federal Way Mirror July 24, 2015. I �rrw= o �Q; r �,, „OZLOCWL j I ZUM_ZW 0 W m Fn WtDOZ� O}}z H OZ q i 1 M�� LWf�O�(WN J� I 0W lid �•- ! z��jl/ MWLOWUcq to=w ppr) I �N _ �----------------T------------------- we "MV cm �r--,--_—.._,.------Y —,) ------------------- fF-7 __----- —__#—--------_.---_ �—--- -----I—I ?-�—_-- ----_ _-- ---L r I I_ m I ,i 11 t m w t I I �� I I N �II m r W g I ``CC�� i I rN ; m ♦�.. 4 w e �T Y�iv ai (l�I C C C 0 I I OMa ��I �, N I� N n+ n N ,I ri 1 ---------- --.--- WWI .I I m ��, DW m F- 0 'ev1'J ITI ^I"-� N � I L�--- --- --- -0 =.. C) Buj o oa a a za 0 z o ~ Q CD a- ► (n //''��// z - ,ff'LZ9 I �J O wl 'Ak*9 30rld M TWO W O z 1{J X J U 1 � M O m l L4 i zo V) W N co W 00 aWo Dz n — gw Ow d45 tiy9 ,ZL OYZ 3x�8&WN �r V� :--04 — — — — — — — — --- ul cc I " N { _ _, Imo: } m in in ��, N i LJ !ALL as•()3 1 I 7 O LO w I mUio� I I rr N '� C~± wo�00o i i ow� II ccI z�J I I I z(�o W U rn v Lij 1 �- w �' z J Q I I z0) _ a W,•, U)3d j w n V) i wLn I Wq- I I �WM I I i t o z -�-- �Wom i I I aW af-zM I i o� 3 W W 3 M�� I I N O N O 4V z NONM 'aMC �3: , N .. LU O aQ-ZtiN Z j Z v a �N0 V � WN=� Z 2! CD LO 1� 1 Y V - Eastgate Environmental Health Services 14350 SE Eastgate Way Bellevue, WA 98007-6458 206-477-8050 Fax 206-296-9792 TTY relay: 711 www.kingcounty.gov/health June 15, 2015 Ecompass Attention: Ray Miller 165 Juniper St Issaquah, WA 98027 Public Health LIM Seattle & King County RECEIVED BY COMMUNITY & ECONOMIC DEVELOPMENT DEPARTMENT Re: PRELDIINARY Subdivision Application Review Address: 320 SW 366tb ST Parcel No: 302104-9069 Owner: Montevista Partners, LLC JUN 18 2015 Activity: SU0991266 Dear -Ray--- - - - - - - - - - - - - - - - - - Public Health has received your PRELEVIINARY Six (6) LOT Subdivision application for the above referenced property. It has been reviewed in accordance with the King County Board of Health Code Title 13. Based on this review, it has been disapproved for the following reason(s): Obtain a Critical Areas Designation letter from the City of Federal Way. The letter must be, on Federal Way's letter head stating that based on the City of Federal Way's review they have no objection to the proposed location of the on -site sewage system drainfield envelopes in regards to any critical or sensitive areas for the proposed six (6) lots. BOH KCC 13.24.030 2. Obtain a letter from the City of Federal Way's planning department on the City of Federal Way's letter head stating that the City has no objection to the development of these six (6) proposed lots using septic systems for their sewer systems. BOH KCC 13.24.020 3. Obtain a letter from the City of Federal Way's planning department on the City of Federal Way's letter head stating that after the development of the roads, drainage systems, and the required 15% open space dedication that the proposed six (6) lot will still maintain a minimum lot size of 18,000 ftrequired for new lots being proposed on septic systems. BOH KCC 13.24.020 New applications will require a new fee of $1815.00 (Or Current Full Fee), and will be reviewed for compliance with rules in effect at the time of resubmittal. If you have any questions, please contact me at (206) 477-8137 between the hours of 8:00 AM and 5:00 PM or leave a message on my voice mail. •®1202M Ecompass attn.: Ray Miller June 15, 2015 Page 2 NOTE: ANY PERSON AGGRIEVED BY ANY DECISION OR ORDER OF THE HEALTH OFFICER MAY NOT LATER THAN 5 P.M. OF THE SIXTIETH (60') CALENDAR DAY OF THE DECISION OR ORDER, FILE A WRITTEN APPEAL TO THE HEALTH OFFICER FOR RECONSIDERATION OF SUCH DECISION OR ORDER. APPEALS FOR RECONSIDERATION ARE CONDUCTED VIA THE SEWAGE REVIEW COMMITTEE PROCESS PER ICING COUNTY BOARD OF HEALTH, CHAPTER 13.12. APPLICATION FORMS FOR APPEAL ARE AVAILABLE AT THE EASTGATE PUBLIC HEALTH CENTER SHOULD YOU CHOOSE TO APPLY FOR RECONSIDERATION OF THIS DECISION/ORDER. Sincerely, V Jarone Baker, R.S. Health and Environmental Investigator II Community Environmental Health cc: Janet Shull -Senior Planner Dave Huard -Septic Designer SUBDIVISION PRE -APPLICATION REPORTiu a (SUBMIT APPLICATION, PLOT PLAN AND OTHER REQUIRED DOCUMENTS IN QUADRUPLICATE) SU {U!H ATTACH A ROUTE/DIRECTION MAP FOR LOCATING THE PROPERTY EAL DE USE O LY PUBLIC HEALTH -SEATTLE KING COUNTY ENVIRONMENTAL HEALTH DIVISION APPLICATIONMUST BE SUBMITTED BY A REQUEST FOR SUBDIVISION PRE -APPLICATION REVIEW LICENSED SEPTIC SYSTEM DESIGNER OR COMPLETE THE FOLLOWING AND SUBMITW" THE APPROPRIATE FEE. PROFESSIONAL ENGINEER (HTTP://WWW. KINGCOUNTY.GOV/HEALTHSERVICES/HEALTH/EHS/FEES.ASPX) SUBMIT APPLICATIONS TO: EASTGATE ENVIRONMENTALHEALTH 14350 EASTGATE WAY, BELLEVUE WA98007-6458 PHONE206-296-4963 APPROXIMATE STREET ADDRESS 320 SW 366T" ST, NAME AND/OR NUMBER OF DPER APPLICATION Mantevista LEGAL DESCRIPTION W 290 ET OF NW_Yq OF 5g 114 OF SE 114 LESS S 30 FT PARCEL NUMBER 302104-9069 NUMBER OF ACRES 4.18 NUMBER OF LOTS TO BE REVIEWED 6 SMALLEST LOT SIZE 18,012 SQ FT OWNER Mantevim Partners, LLC ADDRESS 11040 Main St Suite 200,-Delievutt - 98DO4 PHONE # 206.226.9038 AGENT Ray MIIIerC&Encamaass ADDRE55165 Juni er St. Issa uah 98027 PHONE # 425,392.0250 THE FOLLOWING INFORMATION MUST BE PROVIDED WATER SUPPLY (CO MPLE'iE SECTION i pR Z HE LOW SECTION 1. EXISTING PUBLIC WATER SUPPLY Lake Haven VdlitY DiSrtri ATTACH CERTIFICATE OF WATER AVAILABILITY (NAME) SECTION 2. PROPOSED PUBLIC WATER SUPPLY _- (NAME) COPY OF WELL SOURCE SITE REVIEW LETTER COPY OF DECLARATION OF COVENANT(S) RECORDING;;. TO BE RECORDED WITH FINAL APPROVAL COPY OF RESTRICTIVE COVENANT(S) RECORDING 4 (IF APPLICABLE) TO BE RECORDED WITH FINAL APPROVAL SEWAGE DISPOSAL !COMPLETE SECTION 1, 2, OR 3 8ELONJI SECTION I. —EXISTING SEWER SYSTEM ATTACH SEWER CERTIFICATE OF AVAILABILITY (NAME) SECTION 2.-INDIVIDUAL ON -SITE SEWAGE SYSTEMS (OSS) • CRITICAL AREA REVIEW FROM THE BUILDING OFFICIAL • ATTACH SOIL LOG DESCRIPTIONS INVLUDING SOIL TYPE DESIGNATION (MINIMUM 2 PER LOT) AND • PLOT PLAN (TO INCLUDE LOT LINES, LOT SIZES, LOCATION OF EXISTING SEWAGE SY5TEM(S) AND SOIL LOG HOLES) SECTION 3. COMMUNITY/LARGER ON -SITE SEWAGE SYSTEM (ATTACH PRELIMINARY REPORT) I, HEREBY, CERTIFY THATTHE INFORMATION GIVEN IN THIS APPLICATION 15 A TRUE AND ACCURATE REPRESENTATION OF THE EXISTING CONDITIONS ON THIS PLAT - SIGNATURE ll/ OFOWNER/AGENT RATE NAME OF LICENSED OSS DESIGNER/PE ( ASE PRINT) Oav LICENSE 95100122 SIGNATURE OF LICENSED OSS OESIC,NEWPE DATE DISAPPROVED W rr -5~�� DATE & ENVIRONMENTAL INVESTIGATPR�r .ISTRICT SbPERVISbR WAAMEWWCONDITIONS:t/ 'f � 6e-r""e — ►` ANY PERSON AGGRIEVED BY ANY DECISION OR FINAL ORDER OF THE HEALTH OFFICER MAY FILE A WRITTEN APPLICATION TO HEALTH OFFICER WITHIN 60 CALENDAR DAYS OF THE DATE OF THE ABOVE DECISION. (TITLE 13, KCBOH CHAPTER 13.12 -SEWAGE REVIEW COMMITTEE. 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Federal October 31, 201 CITY HALL Way 33325 Sth Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederaA,vay.com Mr. Chad Allen Encompass Engineering and Surveying 165 NE Juniper Street, Suite 201 Issaquah, WA 98027 Re: File #13-104388-00-PC, PREAPPLICATION CONFERENCE SUMMARY Montevista Short Plat; 320 SW 366"' Street, Federal Way Dear Mr. Allen: (hank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) ]geld October 24, 2013. We hope that the information discussed at that meeting was helpful in understanding the general requirements for your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC. The members Zn who reviewed your project 'and'provided comments include staff from the city's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Utility District and South King Fire and Rescue. Some sections of the Federal Way Revised Code (FWRC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparin6 your formal application, please refer to the complete FWRC and other relevant codes for all additional requirements that may apply to your project. The key contact for your project is Senior Planner Janet Shull, iaiiet.shulls�ci offederalway.com, or 253-835-2644). For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION The applicant proposes development of an eight lot short subdivision on a 3.31 acre site. The property is zoned Residential Single -Family (RS) 15.0. MAJOR ISSUES Outlined below is a summary of the major issues of your project based on the plans and information submitted for preapplication review. These issues can change due to modifications and revisions in the plans. These major issues only represent comments that the DRC consider most significant to your project and do not include the majority of the comments provided. The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the entire department comments made ill the next section of this letter. IVIr. Chad Allen Page 2 October 3 I, 2013 ■ Planning Division --;P- 1. The site is located within a designated geologically hazardous area (Erosion Hazard Area). A4 P. Public Works Development Services Division 1. Flow control and water quality treatment meeting the standards outlined in the 2009 King County Sur face Water Design 11amrdl (KCSWDM) will be required for this project. This property is within a Conservation Flow Control Area, but appears to drain to a Flood Problem Flow Control Area (closed depression). A downstream analysis will be required to determine which level of flow control the project will have to provide. 0 Public Works Traffic Division 1. A Transportation Concurrency permit is required per FWRC Chapter 19.90. 2. Construct street frontage improvements and dedication right-of-way along the property frontage on SW 366`r' Street, SW 365°i Street, and 3 d Avenue SW per FWRC 19.135.040. 3. Extend internal road SW 365"' Street across the property From the westerly property line to the easterly property line (3"r Avenue SW). 4. Extend 3"1 Avenue SW along the easterly property line from SW 366"' Street to the northerly property line. 5. Revise the current proposal needs to meet block perimeter requirements per FWRC 18.55.010. 6. Submit intersection sight distance analysis per AASHTO standard per FWRC 19.135.300. DEPARTMENT Comr,,IENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference. Each section should be read thoroughly. If you have questions, please contact the representative listed for that section. PLANNING DIVIION (Janet Shull, 253-835-2644, janet.shull cr cityoffederalway.com) Short Plat PPOCeSS — Pursuant to FWRC 1.8.30.010, short plat applications are adm inistratiYely processed through the Department: of Community and Economic Development. The administrative review process requires that the Director of Community and Economic Development issue a decision on the short subdivision request and confirm conformance with FWRC 18.30.1 10(2). Public notice of the complete short plat proposal is required per FWRC 18.30.080, and a 15-day public comment period is provided. However, no public hearing will be required unless an appeal is filed. A master land use application and short plat handout are enclosed; relevant code sections are available at the city's website at www.cityoffederalway.coni. 2. State Environmental Policy Act (SEPA) — Short plat applications are typically exempt From the requirements of SEPA review. File a 1-1034 `8-00-PC Do;: 10 643 11 M7 k1r. Chad Allen Page 3 Ocrober 31, 2013 —40-�. Geologically Ha arclous Areas — Portions of the site are mapped as erosion hazard areas. The east asiOL—, portion of the site appears to be relatively steep and may meet the criteria of a landslide hazard area. A c eotechnical report that identifies any geologically hazardous areas on -site and makes recommendations for construction practices and required mitigation measures, if necessary, See FWRC 19.160.010. 4. Fees —As development fees change annually, please contact the Permit Center at 253-835-2607 for an updated fee list prior to submitting your application. Additional utility fees, school impact fees, concurrency, and engineering plan review fees apply. 5. Lot Size — The zoning for the subject site is RS-1 5.0. Minimum lot size for each lot is 15,000 square feet. As depicted, the proposed lots meet or exceed the minimum lot size requirement. Please also consider the following definition of"lot area" from FWRC 19.05.120: "'Lot area' means the minimum lot area per dwelling unit based on the underlying zone. For single-family lots, the area of a vehicular access easement, private tract, flag pole, or access panhandle sliall not be credited in calculation of minimum lot area." 6. Design Criteria — Short plats are subject to the subdivision design criteria of-FWRC 18.55.020. 7. Setbacks — Existing and future residences must conform to the following structural setback requirements of FWRC 19.200.010, "Detached Dwelling Units": front yard —twenty feet; side yard — five feet; and rear yard —five feet. S. rllfiscellaneozis Single -Family Resiclential Regulations — a`t Maxinu.nn height of structures-30 feet above average building elevation. b) Maximum lot coverage-50 percent. c) Required parking spaces —two per dwelling unit. d) Driveway andlor parking pad may not be closer than five feet to any side property line. Open Space — All residential subdivisions are required to provide open space in the an.ount of 15 percent ofthe 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 after consideration of the city's overall park plan, quality, location, and service area of the open space that would otherwise be provided with the project. Open space fees shall be paid prior to recording the short plat, unless the applicant chooses to defer the payment via a covenant recorded against each newly created lot. if the applicant chooses to provide onsite open space, it shall be provided in its own tract and include a combination of the following types: Open Space Category % of Cross Land Area Usable 10% minimum Conservation No maximum or minimum Buffer 2% maximum Constrained 2% maximum File a I ;-10341 S-00-11C Doe I 64311 M dr. Chad Allen Page 4 October 3 I, 2013 10. Clearing, Grading, and Vegetation and Tree Retention —'The short plat is subject to the provisions of FWRC 19.120, "Clearing, Grading, and Vegetation and Tree Retention." It is recomi-nended that FWRC 19.120 be reviewed carefully in reference to the proposed short plat. A clearing and grading plan that meets FWRC 19.120.020 and FWRC 19.120.040 must be submitted with the formal short plat application, if clearing and grading work is proposed. The applicant should review FWRC 19.120.1 10 and provisions for lot size averaging where sites have slopes of 15 percent or greater. It appears that the subject site may be able to utilize this flexible lot design standard to result in better use of the site, and reduced impervious surface and stormwater management costs. The applicant is further encouraged to pursue low impact development (LID) stormwater management approaches to explore the possibility of meeting some or all of the minimum open space requirements on site. Review FWRC 19.120.12.0 for minimum standards for rockeries and retaining walls. The site design Should minimize the need for rockeries and retaining walls and should not require rockeries or retaining walls in excess of six feet in height. 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. In the case of the 3.31-acre site, 83 tree units are required (25 3.31 = 82.75, minus any land arect deducted.for public or private streets)_ Tree unit credits are in table 2 of FWRC 19.120.130-2. The site is currently heavily forested and appears to meet the tree density requirement. The formal application must indicate if any trees are to be removed. 11. School Jllfitigcrtion Fees— School mitigation fees (currently $4,215.00 per single-family home) are due at the time of building pen -nit application for new dwelling units. This fee amount is subject to change as determined annually by the Federal Way School District. 12.Approval Duration — Short plat preliminary approval expires five years from the date of approval. Engineering plans must be approved, improvements constructed, and the short plat must be recorded within the five year time period. No less than 60 days prior to the lapse of approval, the applicant may request a two-year time extension for the short plat approval. 13. Recording— The city will record the short plat with the King COUnty Division of Records and Elections subsequent to Public Works Department approval of subm itted as -built plans. Prior to recording the short plat, all surveying and monumentation must be complete. In addition, all other required improvements must be substantially completed as determined by the departments of Community and Economic Development and Public Works. PW DEVELOPMENT SERVICES DIVISION (Ann Dower, 253-835-2732, ann.dower@cityoffe(leralway.com) Land Use Issues — Stormwater 1. Surface water runoff control and water quality treatment will be required per the 2009 King County Sznf ice Water Design it-fanual (KCS WDM) and the City of Federal Way Addendum to the 2009 KCSWDIvI. This project meets the requirements for a Full Drainage Review. At the time of short plat File aI3-1034,8-00-VC Doc 11) 64311 Montevista Partners, LLC c/o Encompass Engineering February 14, 2014 Geologic Setting ES-3212 Page 3 Based on review of the 2006 Geologic Map for King County, Washington, the site is located near the margins of recessional outwash and glacial till deposits. The glacial till deposits begin just east of the subject site. Review of the MRCS Soil Conservation Service (SCS) map resource indicates the near -surface soils consist of the Alderwood series (AgB, C and D) gravelly sandy loam. This soil type is characterized by a parent material of Alderwood glacial till soil deposits which formed on terraces. Alderwood soils are assigned to the Hydrologic Soil Group C. We interpret the native soils encountered at the site to represent glacial till deposits. This interpretation is in general agreement with the SCS soil designation. Geolonicaft Hazardous Areas We reviewed Division V — Chapter 19.160 Geologically Hazardous Areas of the Federal Way Municipal Code. Based on review of King County NAP Sensitive Areas maps, erosion hazard areas are mapped on the eastern half of the site. The slopes along the eastern approximately one-half of the site are inclined at about 15 to 20 percent. During the fieldwork, the site was evaluated for signs of instability or excessive, chronic erosion. The slopes are covered with forested areas and no signs of instability were observed during the fieldwork completed by ESNW. On this basis, in our opinion, standard best management practices (BMPs) should be used for design and construction for this project. ESNW should review the erosion and sediment control plans to confirm adequate measures are in place to protect neighboring properties. DISCUSSION AND RECOMMENDATIONS General Based on the results of our study, the proposed residential development is feasible from a geotechnical standpoint. The primary geotechnical considerations associated with the Proposed development include foundation support, suitability of the on -site soils for use as structural fill, and preparation of subgrade areas. The soils encountered at the test pit locations generally have a high sensitivity to moisture based on the fines contents ranging from about 17 to 30 percent. It may be possible to use excavated site soils as structural fill elsewhere depending on the conditions at the time of placement. The ultimate suitability of using the on -site soils as structural fill should be evaluated by ESNW during construction. The owner should be prepared to export unsuitable soil generated from site grading. Earth Solutions NVV, LLC City of Federal Way :Critical Areas Map ■ _ s S06 Web date: 11/09/2012 Sewer Availability: Department of Permitting ounty King County Certificate of Depar and Environmental Review Sewer Availability ERU—(JL- 35030 SE Douglas Street, Suite 210 N Snoqualmie, WA 98065-9266 206-296-6600 TTY Relay: 711 For alternate formats, call 206-296-6600. www.kingcounty.gov This certificate provides the Public Health - Seattle & King County Department and the Department of Permitting and Environmental Review with information necessary to evaluate development proposals. Do not write in this box Number ❑ Building Permit 5,Short Subdivision ❑ Preliminary Plat or PUD ❑ Rezone or other: Applicants name: rYI OiJ-TJ:�,\J ISM_ Proposed use: _ e-et Location (attach map and legal description if necessary): Sewer agency information: 1. ❑ a. OR b, Name Sewer servicecan be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. Sewer service will require an improvement to the sewer system of.- No)- 45b �' feet of sewer trunk or lateral to reach the site; and,t;r (5er RWK4KZ oup`e) DQ (2) The construction of a collection system on the site; andAF IZ (3) Other (describe): WEVE1.01PSik AGQ-ElF*fENT RE v l izED, 2. 9 a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. X a. The proposed project is within the corporate limits of the district or has been granted Boundary Review Board approval for extension of service outside the district or city. OR b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. 4. Service is subject to the following: a. Connection charge: To 8E b. Easement(s): Winti D C. Other: 6Q Vf G�W AI t r 1.1 P��Izt r7—S i�E u1 D PRr P0MP ST*710H A 6Aft-Airiyu S W-VaV[1t-P, * The District, at its sole discretion, reserves the right to delay or deny sewer service based upon capacity limitations in District and Other Purveyor -facilities. * I certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. LAKEHAVEN UTILITY DISTRICT ency name Title ^Signato nam - .9 S Signature Da e SewerAvailabilityFORM.doc b-cert-sewer.pdf S06 11/09/2012 Page 1 of 1 2 NOTE: Lakehaven utility District Certificate of Sewer Availability -Parcel 3021049069 t neither warrants nor guarantees the ` accuracy of any facility information provided. Facility locations and 0 500 1,000 +t conditions are subject to field verification. Feet 21912015 BIA H r W04 Web date: ' V09/201 Water Availability King County King County Certificate of Department of Permitting and Environmental Review Water Aliallabcllty I.kZL' 35030 SE Douglas Street, Suite 210SnoqU�11k1 2(16-2 lmie, 00 9806 Relay: For alternate formats, call 206-296-6600, 206-296-6600 TrY Relay: 711 wavw.kingcounty,gov i This certificate provides the Public Health - Seattle & King County Department and the Department of Permitting and Environmental Review with information necessary to evaluate development proposals. Do not wrlle in this box Number Nanle ❑ Building Permit ❑ Preliminary Plat or PLID Short Subdivision ❑ Rezone or other: On Applicant's name: C*L2EEyr__ Proposed use: I! 077T!51 Location (attach map and legal description if necessary):._.. � b !. ❑ a. Water can be provided by service connection only to an existing (size) water main that is feet from the site. OR b• Water seivire wilt require an improvement to the water system of: (1). 1: feet of water rnaln to reach the site; and$ (2) The construction of a distribution system on the site; and/or (3) Other (describe):5(�_ $�4e.�_��I�c37~ It.�1>i2Efl-.�=, 2. a. The water system is in conformance with a County approved water comprehensive flan, OR ❑ b. The water system improvement i€ not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval.) 3• a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service Outside the district or city, or is within the County approved service area of a private water purveyor OR ❑ b, Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. 4 a. Water is or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant O.N,�7I'E_ feet from the building/property (or as marked on the attached map): Rafe offTow at Peak Domarirl: © less than 530 gpm (approx. -_ gpm) ❑ 500 to f199:gpm X1000 gpm or more ❑ Clow last of gxys ElGaici.riution of gpm. Durafforr: © less than 1• hour ❑'I hour to 2 T0urs . hours or mote other. OR {Note: Ccmwercf►al building permits hic!h Include niultilaminrctures require flow test or calcula0ari,) ❑ b. Water system is not capable of providing fire flow. 5. X a. - Water system has certificates of water rights or water right claims sufficient to provide service. OR ❑ b. Water system does not currently have necessary water rights or water right claims.. Comments/conditions: I certify that the above water purveyor information is true. This certification shall be valid for one year from date of signature. LAKEHAVEN UTILITY DISTRIC1' 131?1 AN U Agency name Signa' ry me r Title tgnature [Data � g i•iighssi: � t Min. In Pressure Zone; Lowest Elevation of Properiy��— R_ ;Est. Pressure �r - psi- --- - — -- Max. The District, at its sole discretion, reserves the right to delay or deny water service based upon capacity limitations in District and Other Purveyor facilities. WaterAvailabilityf-'ORM.doc b-cert-water.pdf W04 1 1/09/2012 Page 1 of 1 NOTE: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information provided. Facility locations and conditions are *�T11Lm, a"Tav�f subject to field verification. Certificate of Water Availability Parcel No. 3021049069 100 200 11/18/2014 BIA Huard Septic Design & Monitoring, LLC PO Box 2243 North Bend, WA 98045 Contractor License # HUARDSD992133 ._ * `. www.septicdesign.net SOIL LOGS 1-20-2015 MONTEVISTA TAX PARCEL #302104-9069 SOIL LOG #1 0-2" DUFF, 2-36" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 36" COMPACTED. SOIL LOG #2 0-2" DUFF, 2-45" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 45" COMPACTED. SOIL LOG #3 0-2" DUFF, 2-28" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 28" COMPACTED. SOIL LOG #4 0-6" DUFF, 6-45" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 45" COMPACTED. SOIL LOG #5 0-2" DUFF, 2-29" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 29" COMPACTED. SOIL LOG #6 0-2" DUFF, 2-28" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4) 28" COMPACTED. SOIL LOG #7 0-2" DUFF, 2-16" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 16-43" GRAY GRAVELY SANDY LOAM WITH COBBLES (TYPE 4), 43" COMPACTED. SOIL LOG #8 0-2" DUFF, 2-38" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 38-48"+GRAY GRAVELY SANDY LOAM WITH COBBLES (TYPE 4). SOIL LOG #9 0-2" DUFF, 2-17" GRAY GRAVELY MEDIUM SAND WITH COBBLE (TYPE 4), 17-48"+ GRAY GRAVELY SANDY LOAM WITH COBBLES (TYPE 4), . SOIL LOG #12 0-2" DUFF, 2-27" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 27" COMPACTED. Phone: 425 831-1781 Fax: 425 888-2866 Huard Septic Design & Monitoring, LLC PO Box 2243 North Bend, WA 98045 Contractor License # HUARDSD992B3 r # %Z— www.septicdesign.net SOIL LOG #13 0-2" DUFF, 2-44" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 44" COMPACTED. SOIL LOG #14 0-2" DUFF, 2-36" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 36" COMPACTED. SOIL LOG #15 0-2" DUFF, 2-36" LIGHT BROWN TO GRAY GRAVELY SANDY LOAM WITH ROOTS (TYPE 4), 36" COMPACTED. NOTE: OUT OF SEQUENCE SOIL LOGS WERE FROM PREVIOUS SITE EVALUATION AND DO NOT IMPACT PRELIMINARY SHORT PLAT REQUIREMENTS. Phone:425 831-1781 Fax: 425 888-2866 1 owns &4wrunrw—, TRACT A no =GE�PW - a�u _S - I ioumff I` I •_ O l I=2mF i i= Site Plan On Site Sewage Disposal Control Point Description: Northwest property corner PRELIMINARY PLAT DISAPPROVED DATE 4P -IS MST- ill ,!LPMPLIANCE WITH 57LE-KI DEPT. OF PUBLIC HEALTH BY 6/1 All storm/footing drains must discharge away from tank and drain field /reserve areas This Drawing does not represent a survey Leaend soil log drainfield trench — reserve trench — water line Drainage SCALE large trees o cleanout -K-- Huard Septic Design & Monitoring, LLC PO BOX 2243 North Bend, WA 98045 425.831.1781phone/fax 425.888.2866 dave@septicdesign.net Miller/Montevista 320 SW 366th St. Federal Way, WA 98023 Tax Parcel #302104-9069 1 /22/15 Dave Huard Licensed Designer SL-4 18594 SQ FT 3.4 -- _ - SL-3 5.1 { r 3 I SL-2 3 18594 SQ FT i SL-1 i 5.9 NB9 32'14 "W 5' SIDE4VAI K L rin 521 ° v'V SL-12 2) 18012 SQ FT SL-13 20' A CCE S.S L�RtiIi�JAGc — SL-14 = . I SL-15 T 18012 SQ FT W n aD O O Z 290.00' �� L 5 SlDE�:= Site Pan On Site Sewage Disposal Control Point Description: Northwest property corner PRELIMINARY PLAT ❑ sAPPRovED DATE � NOTrO MPPLIANCE WITH 3 LE•KING DEFT. OF PUBLIC HEALTH 3 . All storm/footing drains must discharge away from tank and drain field/reserve areas This Drawing does not represent a survey Legend soil log drainfield trench — reserve trench water line Drainage '- SCALE large trees O clAnn out Huard Septic Design & Monitoring, LLC PO BOX 2243 North Bend, WA 98045 425.831.1781phone/fax 425.888.2866 dave0septicdesign.net Miller/Montevista 320 SW 366th St. Federal Way, WA 98023 Tax Parcel #302104-9069 1/22/15 Dave Huard Licensed Designer 0 7609 NO EA S EY-E-N T I 18026 SQ FT SL— 7 SL-6 4.5 — — TRACT B 400 S.F. f J r 5.6 �i 5 SE - WA_ Site Pan SL —9 On Site Sewage Disposal Control Point Description: Northwest I property corner 52' R 0 W FUTURE TRA C T A - STORMWATER DETENTION POND 32408 SQ FT . 1 S. V1. 365TH STpEET f � I SL-12 I I 18012SQFT PRELIMINARY PLAT D SAPPROVED DATE NOT N COMPLIA ---- Ld�`3 5 LE -KING CO DEPT. OF PUBLIC HEALTH B All storm/footing drains must discharge away from tank and drain fiel d/reserve areas This Drawing does not represent a survey Legend soil log • drainfield trench reserve trench water line Drainage s SCALE large trees 0 cleonout Huard Septic Design & Monitoring, LLC PO BOX 2243 North Bend, WA 98045 425.831.1781phone/fax 425.888.2866 dave0septicdesign.net Miller/Montevisto 320 SW 366th St. Federal Way, WA 98023 Tax Parcel #302104-9069 1 /22/15 Dave Huard Licensed Designer GREATER THAN 5—FOOT CUT BANK 50 — 0.7 — 1.5 J 50' sE-iD T; DRA N -LD SE TBA CK N 15' ACC' EAS` Y-i`JT 4.5 I z 18107 SQ FT SL— 8 z 18026 SQ FT SL— 7 SL— 6 �r TRACT B -�400 S.F. SL- ■ N8940'44"W 290.00' Site Pan I On Site Sewage Disposal Control Point Description: Northwest property corner PRELIMINARY PLAT DISAPPROVED DATE 4, NOT I e COMPLIANCE WITH 3 �.K��pT. OF Pl�si-fC HEAL7H BY i.. All storm/footing drains must discharge away from tank and drainfield/reserve areas This Drawing does not represent a survey Legend soil log drainfield trench reserve trench — water line — Drainage -� SCALE large trees 0 ,, ciegnout -.)(— Huard Septic Design & Monitoring, LLC PO BOX 2243 North Bend, WA 98045 425.831.1781phone/fax 425.888.2866 dave®septicdesign.net Miller/Montevisto 320 SW 366th St. Federal Way, WA 98023 Tax Parcel #302104-9069 1 /22/15 Dave Huard Licensed Designer Eastgate Environmental Health Services 14350 SE Eastgate Way Bellevue, WA 98007-6458 206-477-8050 Fax 206-296-9792 TrY relay: 711 www.kingcounty.gov/health April 7, 2015 Ecompass Attim Ray Miller 165 Juniper St Issaquah, WA 98027 Re: PRELIIMNARY Subdivision Hold Letter Address: 320 SW 3661h ST Parcel No: 302104-9069 Owner: Montevista Partners, LLC Dear Ray: Public Health Seattle & King County Activity: STJ0991266 Public Health has received your PRELIMINARY SIX (6) Lot Subdivision application for the above referenced property. Public Health cannot complete the review of your application at th is time. In order for your application to be properly evaluated, we will need the following: 1. Please obtain a Critical Areas Designations letter fi-om the City of Federal Way. The letter must be on Federal Way's letter head stating that based on the City of Federal Way's review they have no objection to the proposed location of the on -site sewage system drainfield envelopes in regards to any critical or sensitive areas for the proposed six (6) lots. 2. Please obtain a letter from the City of Federal Way's planning department on the City of Federal Way's letter head stating that the City has no objection to the development of these six (6) proposed lots using septic systems for their sewer systems. 3. Please obtain a letter from the City of Federal Way's planning department on the City of Federal Way's letter head stating that after the development of the roads, drainage systems, and the required 15% open space dedication that the proposed six (6) lot will still maintain a minimum lot size of 18,000 fe required for new lots being proposed on septic systems. You are advised that the above information must be fulfilled by May 14, 2015. If this is not accomplished within the designated time period, the application will be disapproved and a new application will be required. New applications require a new tee of$1815.00, and will be reviewed -for compliance with rules in effect at the time of resubmittal. If you have any questions, please contact me at (206) 477-8137 between the hours of 8:00 AM and 5:00 PM or leave a message on my voice mail. Ecompass Atten.: Ray Miller April 7, 2015 Page 2 Sincerely, dJtn...--- arone Baker, R.S. Health and Environmental Investigator II Community Environmental Health JB:dc cc: Dave Huard Note: Please return this letter with any submission of materials to Public Health. This helps us match the resubmission with your previous application. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15' 16 17 18 19 20 21 22 23 24 IN THE SUPERIOR COURT OF THE STATE OF WASHINGTON IN AND FOR THE COUNTY OF KING MONTEVISTA PARTNERS LLC, a Washington limited liability company Plaintiff, V. HOWARD E. JOHNSON and MARJORIE S. JOHNSON, husband and wife and the UNKNOWN HEIRS SUCCESSORS AND ASSIGNS OF HOWARD E. JOHNSON-AND MARJORIE S. JOHNSON Defendants. NO. 12-2-11980-5 KNT DECLARATION OF STEPHEN MCWILLIAMS IN SUPPORT OF MOTION OF DEFAULT AND ENTRY OF ORDER QUIETING TITLE IN PLAINTIFF'S NAME Stephen Me Williams states and declares as follows: 1. I am over 18 years of age, a resident of Washington State and am competent to testify to the matters stated herein based on my personal knowledge. I am the manager for Montevista Partners, LLC ("Montevista") the Plaintiff in this case. DECLARATION OF STEPHEN MCWILLIAMS IN SUPPORT OF MOTION Ah k e rs & Cress mangy OF DEFAULT AND ENTRY OF ORDER 934 Tii1Rp A�EM7E, 8[IRE Ji 07 QUIETING TITLE IN PLAINTIFF'S NAME''' —P. I of 3 124114.1/100837.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14' 15 16 17 18 19' 20 21 22 23 24 2. This is an action to Quiet Title to real property located in King County, Washington. The matter arises from a cloud on the Plaintiff's title arising from what appears to be a reservation of a 30 foot wide portion of the land in a conveyance deed from May 18, 1953. 3. On December 10, 2007, David Thomas Hedges conveyed the Property to Montevista by Statutory Warranty Deed recorded in King County under Recording No. 20071210000611. The deed conveyed the following real property: THE WEST 290 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30 TOWNSHIP 21 NORTH RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON 4. However, Stewart Title -Company indicated ownership in the East 30 Feet of the Parcel remained vested in the name of Howard E. Johnson and Marjorie S. Johnson. Those were the persons who sold the property to the Hedges family in 1953. 5. The East 30 feet have always been included as part of the deeds between the members of the Hedges family. There has never been any separate tax account for the east 30 Feet, and the east 30 feet are taxed together with the remaining portions of the properly under Tax Account 302104-9069. See Exhibit A. 6. For more than 10 years Montevista and its predecessors in interest have exclusively occupied all of the Property including all of the east 30 feet of the Property. DECLARATION OF STEPHEN MCWILLIAMS IN SUPPORT OF MOTION OF DEFAULT AND ENTRY OF ORDER CAh rs &Cress m a n.pac M THIRD AVENUE. SUGE 35nP QUIETING TITLE IN PLAINTIFF'S NAME SEATME. liia.�HIKGW..)N 8)q I W-4-W". — P- 2 of 3 (200187-9900 F (ai)r-9 xe 124114.I/100837.2 s 1 7. � For more than 7 years Montevista and its predecessors have paid all 2 of the taxes for Assessor's Parcel No. 302104-9069 which includes the east 30 feet 3 of the Property. 4 8. For a period of at least 10 years, and probably since 1953, neither 5 Howard E. Johnson, Marjorie S. Johnson nor any persons claiming through them 611 have asserted claims to the east 30 feet of the Property. 7 1 certify, subject to the penalties for perjury in Washington State, the 8 foregoing is true and correct. 9 Signed on June 15, 2012 at Bellevue, Washington. 10 �Itl I/rltIII I , 11 s8bfien McWilliams 12 13 14 15 16 17 18 19 20 21 22 23 24 DECLARATION OF STEPHEN MCWILLIAMS IN SUPPORT OF MOTION CAhlers & C ress mangy OF DEFAULT AND ENTRY OF ORDER P99T IRDAVENUE. SWE?zM QUIETING TITLE IN PLAINTIFF'S NAME SEATME. WASHINCTON MF)4 (0 —P. 3 of 3 c-+M, 2S- 99% Fic (Z%) 2s--9vos 124114.1/100837.2 Print Map Page Page 1 of 1 EXHIBIT A - . Parcel Map and Data 85444DD�0 B59.t99UdYA 8S949UQG3U 85944UUD5Q 8594ytldQdd - S&333RcE) d1 859490008Q 3U2itli4U3U 302?C�s9dY3 S:i9490tl!7A £l4•f4.h7U8Q ' 8y944UDdCNJ 85449wJd;0 � 302T A4�9059 .. 3Q27A44Y7? jQ2iA497si �i39sQo2rd 7"396dU270 3Q27A4ed69 3U27A49iT3 i739(itlQ2Atl i i 3P6dr!230 Federal Way, 3U2!A49r52 3027049772 9i3960024A Yi346UUi8U M27049d69 3D37Ad4753 7Y39s0U26h � i7396UUi8U 3U21A44C152 9gd ii�96UQ26D Ar i1396oU7aQ 3XJ21G49154 3Q2iA49088 ii39fyi0-JM 1d2Ya49U68 77346QQ274 3027LLT91;w173960016U i 7 346f7U2t30 3U2iA49D66 ,yyy ��917s ST I 3U'r1A49ii4, . &TdY8d0U70 ii346hd370 "SU2i!hi4Q8'% ii34GDU29d 59D78G008D i!396UC4D0 stl2!n.r9U4i 6T078JU24tl 3G27G44d72 � 5TtlT80007A•A7078UQ090 37?iD4?085 5?dT8dQU2J 5TATS0DP4A (C)2010 King County 67078oDi000-69t Parcel Number 3021049069 Site Address 320 SW 366TH ST Zip code 98023 Taxpayer MONTEVISTA PARTNERS LLC The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King Coun " Ring County I GIS Center I News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. http://www5.kingcounty.gov/parcelviewer/Print—Process.asp 6/15/2012 Becky Chapin From: Steve McWilliams <stevemcw@comcast.net> Sent: Wednesday, April 15, 2015 5:35 PM To: Becky Chapin Cc: 'The Dobie's'; Ray Miller Subject: Letter to Montevista neighbors Attachments: Quiet Title Letter to Neighbors.pdf Becky, As I was going through our files concerning the Quiet Title Action, I came upon this letter that I sent to each of the neighbors next door. As I mentioned on the phone, we had every intention of working with our neighbors and gaining their cooperation with regard to the misaligned driveway. As you can see by this letter, I gave the neighbors fair warning about what we were planning to do in regard to the 30-foot strip on our parcel. For them to claim that they were blind -sided is just not credible. It smacks of a negotiating ploy designed to gain sympathy from the city and to obtain concessions from the city that we tried to negotiate in good faith. I would request that you share this letter with the public works department, if you think they are going to exceed the code requirements for road improvements. We only withdrew from negotiations with our neighbors after the third or fourth iteration of their demands. The price tag went up sharply with each iteration. In the end, we could not meet their demands without risking the financial viability of our project so we reluctantly withdrew. I think this is important background for the city as they consider how to respond to the neighbors' comment letters. Thank you, Steve McWilliams, Managing Partner Montevista Partners LLC 425-417-6162 Steve McWilliams 308108th Ave NE #A317 Bellevue, WA 98004 March 5, 2012 James & Mary Hild 36500 3rd Ave SW Federal Way, WA 98023 Dear Mr. & Mrs. Hild: I am writing to you as both a neighbor and as one of the owners of the 4.18-acre parcel which is immediately to the west of your home in Federal Way. Our property was previously owned by the Hedges family. (Attached to this letter is a map showing your parcel and ours.) We are preparing to go to the city with an application to short subdivide the parcel into single family lots. But before we file our application, we would like to resolve a gap in our title and we wanted to discuss it with you and our other neighbors before we took any formal action. On the eastern boundary of our property, parallel to the roadway (commonly referred to as Tract X), there is a 30-foot strip of our property which was granted nearly 60 years ago for the benefit of Howard and Marjorie Johnson. Our title research has determined that this strip of property has no bearing on any adjoining parcels, including your own. In other words, except for Mr. & Mrs. Johnson, none of the parcels that surround our property appear to have a legal claim to use this strip of land. This 30-foot strip is not a separate and distinct parcel and its land area is part of the 4.18-acres for which we (the current owners) and the former owners of this parcel have paid taxes for almost 60 years. Formally, to release the exception granted to Mr. & Mrs. Johnson and ultimately to subdivide the parcel, we will need to file a Quiet Title Action which will resolve this technicality, extinguish the gap in title, and give us full utilization of our land. I would be happy to send you a copy of the title research that Stewart Title completed at our request. However, I would prefer to send it to you by email as a PDF document since it runs 41 pages. Before we take any formal action, we want to acknowledge the possible misalignment of your shared driveway onto our property. It is our understanding that when your home was originally built the land surveyor working for the developer misaligned the driveway that was supposed. to be contained within Tract X. It appears that the driveway is misaligned for at least half of its length. The southern end of the driveway closest to 366th Street is almost fully on our property, but by the point it reaches its northern terminus it is in its proper alignment. I've attached a drawing which illustrates the approximate alignment of Tract X. (These facts will eventually be confirmed with a topographical survey of our parcel.) As far as I can tell, the four property owners along our eastern boundary, of which you are one, probably have a good case for a "prescriptive easement" across this corner of our property. This would mean that we could not do anything that would obstruct your ingress and egress along the current alignment of the driveway, and please rest assured that we have no intention of interfering with this right. We also understand, however, that the use of the driveway (and Tract X) is limited to ingress, egress, and the occasional parked car. Accordingly, as long as your ability to ingress and egress is preserved, we are also permitted to use our property as we choose. With all that said, I am hoping for your cooperation in our effort to resolve the gap in title as it relates to the 30-foot wide strip on our property by means of a Quiet Title Action. Further, we wanted to assure you that we have no intention of interfering with your current use of the driveway (or Tract X). The overlap of driveway simply presents a unique hurdle in quieting title to our property. Eventually, I would like to discuss the possibility of realigning the driveway onto its proper path, but that is a subject for another day. I will be contacting you within a week's time to discuss any concerns you might have regarding the 30- foot strip or our future plat application with the city. Please feel free to contact me at your convenience, as well. Best wishes from your neighbor, Steve McWilliams 425-417-6162 stevemcw@comcast.net 9. _1dL T. _je.L n, _jd_ SHORT PLAT NO ZL' KING COUNTY, WASHINGTON.. Tbj& Jkv&q# rospryall for ^FPW 4 %I. BVIJOAng WW Land - EP. :,k t • •r �' �.+'• �Kilff=� ind:►Tp,�V�d eJl�?y� any tat. - ';iF � :�ec�: .. _ Nei -VT "0 % ti )#d t&r record 0t the moot -oft Wt— J. 4*000" a- �.r, Y •, ��: • rJ ;�lr�tlierti. *rW-x�yt�ti� �At�t ' },,�':�'t . Al L tAA .64 m 6 4t wFlopt 5lhithMst 0A rm 0 - 0 F 169 t I On 31TOWAIM 11 Ng?th m 4 1 M ;M. V. Alto �1 for im be �Q 0-t t qy Wy i 0 r 6 t uj- 6 10 t h 0 V 0qkrt# i A$ Of- 60P0110m. 30i 44d V:pisp* t -for Jmoo-.%, _zy-irtil 0 0) 10 to 11 qQj p w:444 or, o )Ihyui k tvomb w- - - th"I 1, corev; 330, im -?Aiv at t omm tht"Mot"I t pt,ftel, of tho uu m t, W? W., 9f, 04-100hmt m tat bf iA I mftlofl, k i1 th o-S drth _;165 gut n9jwopith.114 tcal mt-cf.,40yoturo !thm # 104thiftitc0tho Ire.of-A Ao;tCIoft throv cotr* . Amilt: 0901;fvin Arl dt Igmt.l56 foo V� to;0#v .' it. bobijin I no -.740v er Jo?1OW-050, '. '^0AFi a for. 61 bo" r It. o. paiF4 1i 6(nd 1016tod:wItt Dt - the. No e t hw4A t F thl) fouthitfl" J- Qf-= th# 900th'0401 Ar$4'khP- t�041smtvla Whi of WWI, N Wlvof tho"Vih,, King tauntyi Vmh1ft6idn; �-*immonvto'bb m1nW1'* T1 a11m 8r4/?Jr VOW) k t-y' [hit ov"sio. at t�o pgroal n4 ar wiscoftwo, Woo* ord miltil �*W 4 od tow - rw'u 6��vi4 w Mra 4tmty #14MjAvdi 1rol 1p ex0f!%tM aT4 ioq*14 by x1i4 mail 10A vljo in YfAult Jp 44 jw Lie 5A, wcwgh 60 W*A-TW AVAU0WAJ4 Ar4 . PliA, W- 0A -AA W*9+?Aw, gq,AL, *TWA% F oq ek voiocf ly tor"v. Iwo 9*y byoirj!tlA!o tp V"Faa** 4 oto 12-2-11980-S, KNT if 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Ex Parte— Via the Clerk IILED • a {ONra0 UNTy. HINO 01 juN 1 2012 ❑I= ARTMEN1.OF JUC7IC! AI- AI7 MI N IST RATION IN THE SUPERIOR COURT OF THE STATE OF WASHINGTON IN AND FOR THE COUNTY OF KING MONTEVISTA PARTNERS LLC, a Washington limited, liability company Plaintiff, V. HOWARD E. JOHNSON and MARJORIE SS. JOHNSON, husband and wife and the UNKNOWN HEIRS SUCCESSORS AND ASSIGNS OF HOWARD E. JOHNSON AND MARJORIE S. JOHNSON Defendants. NO. 12-2-11980-5 KNT CROPOSED) FDINGS OF ONCLLUS ONSOF LAW AND CT, ORDER OF DEFAULT AND ORDER QUIETING TITLE AGAINST CLAIMS OF ALL DEFENDANTS FINDINGS OF FACT This matter came before the Court on Plaintiffs Motion for an Order of Default against Defendants HOWARD E. JOHNSON and MARJORIE S. JOHNSON, husband and wife and the UNKNOWN HEIRS SUCCESSORS AND ASSIGNS OF HOWARD E. JOHNSON AND MARJORIE S. JOHNSON, and an Order quieting title of the subject real property against any claims of the aforementioned Defendants. FINDINGS OF FACT, CONCLUSIONS OF LAW AND ORDER OF DEFAULT AND Ah I Ors &Cress m an puc ORDER QUIETING T1TL.S AGAINST Mrm�xti-Nue.s=F 33 o ft CLAIMS OF ALL DEFENDANTS — P. 1 of SEATME, wasa�.aroN sago+ � - PAY'-�7.99W Fac('-�1:37.947_ 3 124127.1/100837.2 12-2-11980-5, KNT 1 The Court has jurisdiction to hear this matter and to enter relief requested The 2 Court has jurisdiction pursuant to RCW 2.08.010 and RCW Chapter 7.28. Venue is 3 proper in King County because the real property that is the subject of this action is in 4 King County. 5 In connection with the Motion, the Court reviewed the Proof of Service 6 submitted to the Court showing that service on all defendants was authorized by the 7 Court and properly published in accordance with RCW 4.26.110. The Court further 8 finds that 60 days have passed and no Defendant has appeared or answered the 9 Complaint. 10 CONCLUSION OF LAW 11 All Defendants were properly served in accordance with RCW 4.28.100 and 12 4.28.110 and RCW 4.28.140. Pursuant to the statute, the Defendant was required to 13 appear and answer with in 60 days. Failing to appear or answer all Defendants are in 14 default and Plaintiff is entitled to the relief as requested in the Complaint. is In addition, Plaintiff has provided declarations sufficient to establish its rights 16 to have title quieted in its name pursuant to both RCW 7.28.070 and RCW 7.28.010. 17 ORDER OF DEFAULT AND QUIET TITLE 18 IT IS HEREBY ORDERED AND DECREED that Defendants HOWARD E. 19 JOHNSON and MARJORIE S. JOHNSON, husband and wife and the UNKNOWN 20 HEIRS SUCCESSORS AND ASSIGNS OF HOWARD E. JOHNSON AND 21 MARJORIE S. JOHNSON are in default. Based on the Order of Default, the relief 22 requested in the Complaint is appropriate. 23 24 FINDINGS OF FACT, CONCLUSIONS OF - LAW AND ORDER OF DEFAULT AND Ah e rS & C re S S f 71 an pac ORDER QUIETING TITLE AGAINST 9" THIRD AVENUE, SURE 7S00 CLAIMS OF ALL DEFENDANTS — P. 2 of SEATn.F, WASHINGR)N-98104-0088 (206)287.9900 F.— ('_M 2S?-9902 3 124127.11100837.2 12-2-11980-5, KNT 1 IT IS FURTHER ORDERED that based on the relief requested in the 2 Complaint, title to the following parcels of real property in King County, Washington 3 are forever quieted in the name of Plaintiff Montevista Partners LLC against any claims 4 of Defendants HOWARD E. JOHNSON and MARJORIE S. JOHNSON, husband and 5 wife and the UNKNOWN HEIRS SUCCESSORS AND ASSIGNS OF HOWARD E. 6 JOHNSON AND MARJORIE S. JOHNSON or any person claiming through the .7 1 Defendants: 8 THE WEST 290 FEET OF THE NORTHWEST QUARTER OF THE - SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF 9 SECTION 30 TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON 10 11 Tax Parcel I.D. 302104-9069 DONE IN OPEN COURT this' da4Judg June, 12. 12 13 14 Commissioner 15 16 Presented by: 17 AHLERS & CRESSMAN PLLC 18 ayA 19 Lawrence S. Glosser, WSBA #25098 20 Lindsay Taft WSBA ##43012 Attorney for Plaintiff Montevista Partners LLC 21 22 23 24 FINDINGS OF FACT, CONCLUSIONS OF LAW AND ORDER OF DEFAULT AND CAhlers&CressmanKLc ORDER QUIETING TITLE AGAINST 9" THIRD AVENUE, SUME 1SO0 S"F.kME, WASHINGTON 931044 3 CLAIMS OF ALL OFFENDANTS — P. 3 of I3DC; '2$7.9M I=(V6)!V-�1 3 124127.1/100837.2 Contact Misc. Concerns Storm Water Runoff Student Safety Private Road Easement Relinquishment Easement Relinquishment: Copies of the Student Safety: Adequate setback of pond from property Private Road Use: Development assumes use of relinquishment case. The easement road has been Storm Water Runoff. Will holding pond line with fencing and vegetation/trees. Students may be private road for pond maintenance access. Use of used by the four lots east of the development for 30 Sally and Tom Jackson 36406 adequately hold the runoff - poor soils. Do the q y p y harmed as the will probably la m the pond. Depth of y p play p p maintenance access has not been approved by plus years. Not notified of any action which would 3rd Ave SW have an emergency overflow as part of design? pond (4-6') is a concern. Regaining wall is 50' tall off the g neighbors that use private road affect this road in 2012. May proceed with legal road elevation, concerns of students jumping off. Wh C ` W 44 �`°l o action to block such action if harmed. 'OL G c,c_ e. s 07L 41W. Private Road 3rd Ave SW: No steps outlined to prevent surface water run-off onto the adjacent or Easement Relinquishment: How the city could down gradient properties to the east. What design proceed with a development on or adjacent to elements will be incorporated into the road plan to Storm Water Pond: Middle school aged kids walk 3rd Private Road: How was the road depicted in the existing ROW (3rd Ave SW.) Montevista does not perform maintenance on our easement or the p Steven and Heather Salter 36526 minimize surface water impacts? Will developer/builder be allowed to use 3rd avenue ave SW daily in the morning and afternoon on their way to and from school. Given hazards posed by the retained Short plat given the same name as the private road.9 W isn't the developer required to pave 3rd ave sw abutting easement that was vacated. What measure g is their claim of the use of our easement justified? 3rd Ave SW S W to access the site during the various phases of g p construction? Provisions to address maintenance water, curious nature of school age children, and visual with asphalt up to the access of the pond? Why How were neighbors not notified. how will 253-222-4244 costs associated with the increase in traffic from impacts of the pond walls securing the pond with fence cant access be off the paved road depicted in the widening of the 3rd ave sw impact the easement g p development work, storm water pond and planting vegetation buffer are imperative. p g g p short plat drawing. p g that crosses each of our properties? provide maintenance, single family homes etc.? Doesn't understanding of how the easement relinquishment appear the asphalt apron off of SW 366th Street impacts our easement. onto 3rd ave were proposed. Concerns over use of private road for the 'There are indications of steep elevations directly construction. With heavy machinery access to our towards property. Plans don't show a retaining home may be limited. Need to be able to access and Nancy McHugh wall that would halt any runoff directly towards leave home at various time. Also, wear and tear on 36518 3rd Ave SW driveway and directly in line with garage that the existing 3rd Ave SW gravel road. Road should could end up flooding it. be paved to avoid degrading from heavy machinery and future use. We were made aware by a posted notice on 366th by one our neighbors, who happened to spot it in the Students walk down road (3rd Ave SW) twice a day and Private road is 3rd ave sw as well as the road in Mary and James Hild bushes, 3/27/15. I'm glade someone noticed it and shared the information. I am concerned that us Get lots of water runoff down the private road, the Middle School uses 366th as part of their workouts. How safe would they be, around the storm drain holding development, losing our road? There is not enough room for truck traffic. Truck traffic will cause dust 36500 3rd Avenue SW mhildraul@aol.com longstanding neighbors were not given an g g g g y can't imagine what a mess it would cause. pond? I expect fencing and shrubbery as a form of in summer mud in winter and create potholes and notification. We had been in communication with protection. Don't see these on the drawing. ruts. Stephen McWilliams, up until he wanted to use our private road to run all of the construction equipment. Harold (Harry) Johnson Looks like plot is getting special allowances that are Concerns that retention system will not adequately The water retention pond will tend to draw young people from the neighboring school. Appears there will be very 36522 2nd Ave SW not consistent with other development requirements. handle the water runoff on the east side of the little or no deterrent for access by these adventure little hjohnson@myestone.com mycstone.com property. 1 Vegetation Retention Pont Maintenance Septic System Road Improvements Street Name Road Improvements: Went through 6 month Street Naming: Both the private road and new "T" Vegetation: Plans appear to remove a significant Retention Pond Maintenance: If pond has 6' of variance process for road improvements when p p addition to house was applied for. Surprised 6-lot road will be named 3rd Avenue SW. Since private portion of the trees. Tree retention does not seem to meet code and no trees around retention pond. water there needs to be consistent and agreed upon maintenance and cleaning service defined, Septic System: Don't see a specification of the septic on the drawing. Make sure drain fields are SP doesn't require road improvements - paved road road has been this address for 30 plus years, the new road should have different name. Very Trees should be evenly spread around the site. including bug -spraying -stagnant water in holding adequate for number ofhouses/decades of use. along 366th. If not paved road, the use of this road by emergency vhicles for life safety will be confusing for wa finding and bad design decision g Y >� Potential issues with small stands of trees and wind blowing them over since not in a forest for buffer. pond will promote the breeding of insects. significantly curtailed with the potholes of existing g y p g to have 2 roads parallel to each other have the same p gravel road. name. Road Improvements: Proposed improvements are inconsistent with city right-of-way standards - exacerbate the substandard road conditions. Road system is underdevelopment for the current traffic load, changing grade, and wet or wintery driving conditions. "wedge" creates odd driving transition Strom Water Pond: Does not appear that safety at or near 2 separate intersections. Does not appear fencing, vegetation buffers or emergency water run to be asphalt apron or run -outs onto the existing off issues were depicted on the drawings. gravel roads near SE corner of the development or west. Many hazards, near miss accidents over the last 20 years. By default the unimproved tract X (north side of SW 366th Street) has been used as an emergency street. Have street improvements on the north side of SW 366th Street. Looking at a concrete retaining wall with a holding New road in development named 3rd Ave SW. pond is not as nice as the forest scenery. I would Isn't there some rule that prohibits tow parallel recommend for beautification some sort of landscaping to hide the pond and retainage wall be roads having the same name? Please consider done and to deter young children from attempting allowing the developer to name the road the same. to play in the pond or retainage wall. Some trees will be left standing. Every year we have had one of the trees fall on our road and pay for removal. 2014 Mr. McWilliams paid for removal of the last tree that fell. I see no provisions for falling trees on our private road from Montevista. Two parallel roads on the east side of my property will significantly complicate traffic and increase potential for accidents and potential danger to pedestrian traffic. It would make more sense to have this traffic go out the west side of the property instead of bringing it down 1st ave. s Y • j.= ' 'rPRIII :. Becky Chapin From: Steven <ssalter_ehc@hotmail.com> Sent: Monday, August 10, 2015 5:39 AM To: Becky Chapin Subject: Monte Vista Short Plat, Federal Way, WA (File # 15-100975-SU & 15-100876-CN) Attachments: SalterComment_MonteVistaPlat_08062015.pdf Ms. Chapin (Becky), Attached, please find our comment letter on the revised plan for the short plat of the 4.18 acre parcel located at the northeast corner of SW 366th Street and 3rd Avenue SW, Federal Way, Washington. Please distribute the letter as warranted. Thank you, Steven J. Salter 36526-3rd Avenue SW Federal Way, Washington 98023 August 6, 2015 Michael Morales, Director Becky Chapin, Associate Planner Community Development Department City of Federal Way 33325 8`h Avenue South, 2nd Floor Federal Way, Washington 98003 Re: Monte Vista Partners LLC/Monte Vista Short Plat Development Proposal at 320 SW 366`1' Street File # 15-100975-SU & 15-100876-CN Dear Mr. Morales and/or Ms. Chapin, This letter is in response to the current land use notice posted for the referenced project. We wish to offer comments regarding the Monte Vista Short Plat revised development plan (Plan). For your information, we have owned the approximately 2 acre parcel adjacent the southeast corner of the subject property since 1996, i.e. 36526-3`d Avenue Southwest, Federal Way, Washington 98023. We thank the City of Federal Way and Monte Vista Partners, LLC for addressing many of the concerns raised in our comment letter submitted on April 6, 2015. The "revised" Plan resolves many of our concerns including the substandard street grid, surface water management, easements, road improvements, etc. We request the existing private road that is 3Td Avenue Southwest be protected in name and from impacts related to the development of the referenced site. The road should either be declared off limits to work and construction vehicles during site development or provisions included in the Plan that declares the developer will be financially liable for repairs and/or enhancements per City of Federal Way street standards. If you have any questions regarding this letter, please feel free to contact us. Steven J. and Dr. Heather E. Salter 36526-3d Avenue Southwest Federal Way, Washington 98023 (253)222-4244 Word. SalterComment.MonteVistaPlat.08062015 City of Federal Way Director of Community Development Department Associate Planner— Becky Chapin Ann Dower, Public Works Sr. Engineer Sarady Long, Public Works Sr. Transportation 33325 81" Avenue South 2Id Floor Federal Way WA 98003 RE: Monte Vista Partners LLC/ Monte Vista Short Plat Development Proposal at 320 SW 366t" Street File # 15-100975-SU & 15-100876-CN City of Federal Way: Date: April 5, 2015 RECEIVED BY COMMUNITY & ECONOMIC DEVELOPMENT DEPARTMENT APR 0 9 2015 ^4VA - The purpose of my letter is to comment on the above referenced development. I have obtained copies of the proposed development and would like to relay my concerns on a couple of issues. I live next to the proposed development on 3rd Ave. SW. and have been here for 31 years. 1. The road entry to the proposed holding pond is directly across from my driveway entry. According to the plans there are indications of some steep elevation directly towards my property. I do not see anything in the plans that show a retaining wall that would halt any runoff directly toward my driveway and directly in line with my garage which could very well end up flooding my garage. 2. It appears that the new road in the development has also been named 3rd Ave. SW. Isn't there some rule that prohibits two parallel roads having the same name? It would be a post office nightmare where I can see my mail going to another home on the new 3rd Ave and their mail coming to me. Please reconsider allowing the developer to name the road the same. 3. For the time I've lived here I have had the benefit of the nice forest scenery. Yes that will change but looking at a concrete retainage wall with a holding pond is not quite the same. I would recommend for the sake of beautification that some sort of landscaping to hide the pond and retainage wall be done and to deter young children from attempting to play in the pond and or on the retainage wall. 4. One thing that really very much concerns me is the use of our private road for the construction. It is a one lane road and if there is heavy machinery our access to our home may be limited. I have obligations which demand I need to access and leave home at various times. I'm not sure a concern like this is in your purview but I needed you to know it is a concern. 5. Another concern of the construction is the wear and tear on the existing 3Id Ave. gravel road by the heavy machinery. I would recommend as long as the developer is adding a change to the existing private road by way of the access to the holding pond that he pave the road to avoid any degrading from the heavy machinery and future use by people making a wrong turn looking for the new development. True this is an expensive recommendation but necessary to maintain what we have worked so hard to maintain at this point. Thank you for considering my concerns. Regards, Nancy McHugh 36518 3rd Ave. SW Federal Way, WA 98023 RECEIVED April 6, 2015 City of Federal Way Director of Community Development Department Associate Planner — Becky Chapin Ann Dower, Public Works Sr. Engineer Sarady Long, Public Works Sr. Transportation 33325 8th Avenue South 2nd Floor Federal Way WA 98003 RE: Monte Vista Partners LLC/ Monte Vista Short Plat Development Proposal at 320 SW 366th Street File # 15-100975-SU & 15-100876-CN City of Federal Way: APR 0-9 2015 CITY OF FEDERAL WAY CDS We would like to voice our concerns on the Monte Vista Partners Development on 366t' and 3`d Ave SW. We live at 36500 3`d Ave SW and have lived here since 1988 when we purchased the land from Steinciphers and built our home. We have lived on 3`d Ave SW for 26 years. The proposed plans have the road west of us also as 3`d Ave SW. Are we losing our road? When we purchased and built 26 years ago, we were aware of our 25' of easement (which we did not build on) but have landscaped and maintain it to date. We also knew that we had a private road (3rd Ave SW) which we also maintain. Recently, we were made aware of this new stage in the development of the Monte Vista property. We were made aware by a posted notice on 36e St by one of our neighbors, who happened to spot it in the bushes. This was on March 27, 2015. 1 am glad someone noticed it and shared the information. I am concerned that us longstanding neighbors were not given any notification. Prior to this, we had been in communication with Stephen McWilliams. We were kept abreast of his plans and were open to any improvement, development and change. We were comfortable with all of his plans up until he wanted to use our private road to run all of the construction equipment. We live on 500' of dirt road. it is a single lane, dead end road. There is not room for a truck traffic. There is no place to pull over if a truck came down the road. This is a dirt road, even one more vehicle on it would make the existing weather issues unbearable — dust in the summer and mud in the winter. Also, the wear and tear on this road would create potholes and ruts. We get a lot of water runoff down the road during certain times of the year. I can't imagine what a mess this would cause. Students walk down this road twice a day (to and from Illahee Middle School) and the physical education classes and track teams use this road and 366th St. as part of their workouts. How safe would they be? How safe would they be around the storm drain holding pond? I would expect fencing and shrubbery as a form of protection. I don't see that on the drawings. The drawings indicate some trees will be left standing on this development property. Every year, we have had one of the trees from Monte Vista property fall on our road. Every year, we have had to pay for the removal. In 2014, 1 finally called Stephen McWilliams and he paid the removal of the last tree that fell and he paid for the cutting of trees on his easement that would be a potential problem. I did appreciate this. I see no form of provision for failing trees on our private road from Monte Vista. Thank you for your time in looking at our situation. We are not against development but when you've lived in a neighborhood for a long period of time, we would expect basic consideration, communication and cooperation. We are King County/Federal Way tax payers. We have lived, worked, and retired in Federal Way (Federal School District, USPS Bulk Mail Center). Mary and James Hild 36500 3d Avenue SW Federal Way WA 98023 M k,1, f d k-CL U l 9 ct.a P"', RECEIVED APR 07 2015 CrTY OF FEDERAL WAY CDS April 6, 2015 Michael Morales, Director Attn: Community Development Department Becky Chapin, Associate Planner City of Federal Way Ann Dower, Public Works Sr. Eng. 33325-8th Avenue South, 2nd Floor Sarady Long, Public Works Sr. Transportation Federal Way, Washington 98003 Re: Salter Comments: Montevista Short Plat, 4.18 acres, Northwest Corner of SW 366th Street and 31d Avenue SW, Tax Parcel ID #302104-9069 & 302104-9114 Director. My wife and I (Steven J. and Dr. Heather E. Salter) wish to express our concern over several deficiencies associated with the proposed Montevista Short Plat, owned by Monte Vista Partners, LLC (Monte Vista) and generally located at 320 SW 366th Street, Federal Way, Washington. We've outlined our concerns below and more specifically in the body of this letter. For your reference, we've attached photographs of the existing conditions on or near SW 366' Street, 3rd Avenue SW and 21d Place SW. Our concerns are as follows: ➢ Road improvements along SW 366th Street, i.e. insufficient development (asphalt road, concrete curb, gutter and sidewalk) of the east to west oriented Tract "X" (easement / tax parcel currently owned by Monte Vista) that fronts the south side of the Salter parcel. The north side of SW 360 Street needs to be completed; ➢ Neighborhood impacts and safety concerns related to increased vehicle trips along insufficiently improved surface streets, i.e. along SW 366th Street at its intersection with 3rd Avenue SW and its intersection with 2nd Place SW; ➢ Road improvements along 31d Avenue SW, i.e. surface water management from runoff and access impacts to an unimproved gravel road for storm water pond construction and/or maintenance; ➢ Storm water pond design, construction and maintenance, i.e. road impacts, fencing, vegetation buffers, heavy rain impacts and/or over flow prevention, site safety (fall hazards and drowning), and down gradient impacts to adjacent and/or nearby properties; ➢ The designation of the proposed development's road as 3" Avenue SW; ➢ Easement Relinquishment: 3`d Avenue SW, King County Superior Court, Case No. 12-2- 11980-5, filed in April/June, 2012. We received no notice of this action and have yet to determine the potential impacts or harm to our property. Salter Comments: Montevista Short Plat, Master Land Use Application April 6, 245 1.0 Background In 1978, the Ward family (previous owners of 36526-3`d Avenue SW) short platted what was their almost 5 acre rectangular -shaped parcel into 4 lots. The Ward family kept the 1.95 acres that was occupied by a single-family home constructed in 1953 and they created 3 additional 0.95 acre lots to the north. At the same time, an east to west easement was created (Tract "X") along the west side of their properly that was assigned the street name of 3`d Avenue SW. In accordance with the easement restrictions, the property owners along 3`d Avenue SW were required to maintain the road. In 1996, Salter purchased the Ward home and property and they still own the parcel. The Salter property lies directly east of the proposed development and is generally located at the southeast corner of Yd Avenue SW and SW 366`h Street. Topographically, our property is down gradient of the proposed development. The area topography generally runs in an east/northeasterly direction north of SW 3661h Street. I (Steven Salter) have been in the Development Industry and Environmental, Health and Safety Industry for 30+ years and have owned my own consulting firm since 1988. From 1992 to 1994, I was the first Environmental Expert on the Planning Commission for Tacoma, Washington. I have been a licensed business owner in the City of Federal Way since 1996. The scope of my professional work has included the inspection for and reporting on hazardous materials and the planning and development of commercial, industrial and residential buildings and/or tracts of land. During my career, I have worked with most of the cities and counties in western Washington and many in eastern Washington. I am familiar with the development standards across the State and the standards in many of the other states throughout the West. 2.0 Deficiencies of Montevista Short Plat: Comments 2.1 Road Development Standards and Neighborhood Impacts: SW 366th Street Southwest 366th Street is a moderate to heavily used neighborhood street that starts out as a full street (asphalt road and concrete curbs, sidewalks and gutters) at its easterly intersect with 1st Avenue South. As you travel west, it rises steeply to match the surrounding grade. At the southeast corner of Tax Parcel 3021049068 (Salter parcel), SW 366`h Street narrows to a half street. The grade levels near its intersection with 3`d Avenue SW (private road) where the paving and concrete terminates. The street continues westerly as a gravel road and terminates at 6th Avenue SW (paved road). The full street and half street sections were designed and developed between the 1950s to the 1980s in conformance with the then existing King County road standards. See: Attached Photographs. The Tax Parcel 3021049114 that is adjacent the south side of SW 366th Street is currently owned by Monte Vista and was designated as an easement for future road improvement on or before 1978. The tax parcel / road easement was created for the benefit of the previous owner of the Monte Vista property. The easement was to be improved to the King County paved road standard at a time when the property was developed in the future. The information about the 2 Salter Comments: Montevista Short Plat, Master Land Use Application April 6, 2015 easement was provided to Steven Salter by the previous owner of our property (Mrs. Ward) in late 1995. The information provided by Mrs. Ward is supported by the designation of the tax parcel as Tract "X" in our real estate documents. The improvements proposed by Monte Vista along SW 360 Street are inconsistent with the City of Federal Way (City) right-of-way standards and appear to only exacerbate the substandard road conditions that already exist. In short, the area road system is underdeveloped for the current traffic load, a changing grade and the typical wet or wintery driving conditions. A "wedge" of asphalt from the north side of the street to the south side of the street serves to only create an odd driving transition at or near two (2) separate intersections. Further, there does not appear to be any asphalt aprons or run -outs onto the existing gravel roads near the southeast corner of the development or the unimproved section of SW 366' Street that lies west of the development boundary. Additionally, existing traffic, parked cars, a significant grade change and the intersections at 3' Avenue SW and 21a Place SW already pose a myriad of hazards. Near miss accidents (autos and pedestrian) have been regular events over the last 20 years. The Tract "X" along the north side of SW 366 b Street has been used by passing cars to avoid oncoming traffic or in order to get around parked cars along the south side of the half street. By default, the unimproved Tract "X" or the north side of SW 366th Street has been used as an emergency street for decades. Given 1" Avenue SW will be the primary route into and out of the new Montevista Short Plat, the increased traffic counts that will result from the building of the new homes will only serve to compound the problems associated with an already under developed road system. Therefore, we highly recommend the pertinent departments within the City require the half street on the north side of SW 366th Street be improved with an asphalt drive and concrete improvements from the southeast corner of the Tax Parcel 3021049068, over Tax Parcel 3021049114 (currently owned by the Monte Vista) and to the northwest corner of the Montevista Short Plat. 2.2 Road Development Standards and Impacts to Neighbors: 3rd Avenue SW The Montevista Short Plat drawings do not outline the steps that will be taken to prevent surface water run-off onto the adjacent or down gradient properties to the east of the development site. What design elements will be incorporated into the road plan to minimize surface water management impacts? The Montevista Short Plat allows for the accessing of a storm water pond located at the northeast corner of its property but, there is no discussion of the impacts to the neighbors or neighborhood. Also, will the developer and subsequent builders be allowed to use 3rd Avenue SW to access the site during the various phases of development / construction work? And, what provisions have been included in the Master Land Use plans to address maintenance costs associated with the increase in traffic from development work, storm water pond maintenance and/or increased traffic due to the construction and/or the use of new single-family homes? It does not appear that asphalt aprons (15' minimum) off of SW 366ffi Street and onto 3ra Avenue SW were proposed as part of the Master Land Use Application. Asphalt aprons serve to shed 3 Salter Comments: Montevista Short Plat, Master Land Use Application April 6, 2015 gravel from automobile tires as they transition onto asphalt roads. Asphalt aprons also are used for surface water management at hard surface transition points. See: Attached Photographs. 2.3 Storm Water Pond Based on the drawings made available to us at the time of drafting this letter, it appears the onsite storm water pond (Pond) will be an engineered structure that will have to be cut into a steep slope. It does not appear that safety fencing, vegetation buffers or emergency water run-off issues were depicted on the drawings. Further, the development is located near a middle school (Illahee Jr. High). Middle school aged children walk 3rd Avenue SW daily in the morning and afternoon on their way to and from school. Given the hazards posed by retained water, the curious nature of school age children, and the visual impact the pond walls will have to the adjacent property owners, securing the Pond with a fence and planting a vegetation buffer are imperative. 2.4 Private Road (3rd Avenue SW) As discussed earlier, the section of 3rd Avenue SW that lies north of SW 366 h Street was created when the Ward family short platted their property in 1978. The Montevista Short Plat drawings indicate their new road has the same street name (3rd Avenue SW). How was the north / south road d-Micted on Montevista drawings given the same name as a road that was created in 1978? Who is expected to maintain the larger version of 3rd Avenue SW as detailed in the Montevista'I Why isn't the developer required to pave 3rd Avenue SW with asphalt up to the access to the Pond? Alternatively, why can't the access drive to the Pond be off of the asphalt paved road proposed down the center of the developed lot? 2.5 Easement Relinquishment Even though this matter was litigated in King County Superior Court in 2012, we wish to understand how the City could proceed with a development project on or adjacent an existing right-of-way (3rd Avenue SW). To our knowledge, Monte Vista Partners, LLC has not performed any maintenance on our easement or on the abutting easement that was vacated t the west in 2012. By what measure(s) is their claim of the use our easement justified? Further, how were the neighbors who own and maintain the easement (the section of 3rd Avenue SW that is north of SW 366 h Street) not notified of the status change of the road? How will the proposed widening of the 31d Avenue SW impact the easement that crosses each of our properties? Please provide an understanding of how the Easement Relinquishment impacts our easement? 3.0 Summary Our concerns with this proposed development relate to roads and road hazards, surface water management impacts, down gradient impacts, drowning hazards and the aesthetic impacts to the neighborhood. The Montevista Short Plat will increase the traffic load throughout the general area and the proposed road improvements do not adequately address connectivity and the related hazards. It is critical that SW 3661' Street be improved to a full street along the south side of Tax Parcel 3021049068 over the Tax Parcel 3021049114 that is currently owned by the Monte Vista. 0 Salter Comments: MontevistaShort Plat, Master Land Use Application April 6, 2015 Further, the development plan does not address the likely impacts to the neighbors on the east side of 3rd Avenue SW from surface water run-off, health and safety issues related to the storm water pond, etc. The Master Land Use Application creates a second "3rd Avenue SW" which would appear to create a confusing address issue. It also allows for access across the existing 3rd Avenue Southwest to build and/or maintain a storm water pond at the northeast corner of the development lot. There is no discussion of the impacts to the easterly neighbors who own and are required to maintain the existing 3rd Avenue SW. Lastly, an Easement Relinquishment was granted in 2012 that appears allow for use of their easement and other unknown impacts to adjacent property owners who were not notified of the court action. In closing, we are not opposed to the Montevista Short Plat and we generally support thoughtful development projects. Although, if the concerns we've raised are not resolved in a manner consistent with existing development standards, and elements of the development are not sensitive to the neighborhood, we may choose to pursue legal remedies. Please contact us if you have any questions and thank you for the opportunity to offer these comments. Regards, Steven J. Salter and Heather E. Salter 36526-3rd Avenue SW, Federal Way, Washington 98023 (253) 222-4244 Salter Comments: Montevista Short Plat, Master Land Use Application April 6, 2015 Photograph 1: Looking west along SW 3661 Street (paved road). The half street was developed for the homes constructed along its south side. The graded grassy strip on the right side of the photograph is the easement / Tract "X" or Tax Parcel 3021049068 that is owned by Montevista. The neighborhood traffic, parked cars and intersecting with two (2) streets (3`d Avenue SW in the background and 2"d Place SW in the foreground) pose a number of traffic hazards. The Montevista Short Plat (Tax Parcel 3021049069) is the treed lot in the background on the right side. C Salter Comments: Montevista Short Plat, Master Land Use Application April 6, 2015 Photographs 2. Looking east along SW 3661' Street (gravel road) and its intersection with 31 Avenue SW. The general slope or topography in the area is to the east/northeast on the north side of SW 3660' Street. Salter Comments: Montevista Short Plat, Master Land Use Application April 6, 2015 Photograph 3. Looking west along SW 3661 Street (gravel road) from the middle of the 4-way intersection with 3rd Avenue SW (gravel road). The Montevista property is on the right side of this photograph, Salter Comments: Montevista Short Plat, Master Land Use Application April 6, 2015 Photograph 4. Looking north along 3" Avenue SW (gravel road) as it intersects with SW 366h Street (gravel to the left / west and asphalt to the right / east). The Montevista property is in the left background. The Salter property (visible home) is adjacent and down gradient of the Montevista property. Three (3) additional homes are located north of the Salter parcel and along the east side of 3rd Avenue SW. E Salter Comments: Montevista Short Plat, Master Land Use Application April 6, 2015 .a Photograph 5. Looking south along 3rd Avenue SW (gravel road) as it intersects with SW 36611 Street (asphalt to the left / east, gravel to the south and gravel to the right / west). The section of 3rd Avenue SW that is north of SW 366°i Street was created as an easement by the Ward family when they short platted their property in 1978. 10 City of Federal Way Director of Community Development Department Associate Planner— Becky Chapin 33325 gth Avenue South 2Id Floor Federal Way WA 98003 RE: Monte Vista Partners LLC/ Monte Vista Short Plat Development Proposal at 320 SW 366th Street File # 15-100975-SU & 15-100876-CN City of Federal Way: Date: August 2, 2015 ?EMb P.! ! �i 0 7 2015 CITY OF FEDERAL WAY CDS We are writing as suggested in the land use letter to comment on the referenced development. We have obtained and reviewed copies of the revised proposed development from the Community Development Center. We live adjacent to the property referenced above on the northeast side at 36406 3'd Avenue SW. We have lived here for 21 years. Thank you so much for addressing most of our concerns in our April 2"d letter to the City. The new revised plan appears to solves the issues stated in that letter including but not limited to: 1. Storm Water Runoff 2. Student Safety 3. Private Road Use 4. Easement Relinquishment 5. Retention Pond Maintenance 6. Septic System 7. Road Improvements 8. Street Naming With the revised septic system using septic drain fields, 50' dispersal trenches, rain gardens, and a 30' septic drain field setback on the east side of the property, the need for the retention pond at the Northeast corner of the property is not required as the City of Federal Way Planner described to me. This provides a better solution that is safer for the residents in the area. We also appreciate that the revised land use action was posted on the corner of 366th and 3rd Avenue SW so that it was clearly visible. I would like to reiterate or state several points about the proposed plans, for clarity: 1. Since the gravel road, 3rd Avenue SW, is a private road, it should be defined early in the process that all construction and maintenance of the developed property should be using access on their own property. They should not be assuming access using 3rd Avenue SW to get to the North and East edges of their property. 2. On several sheets of the documents a 12' access easement is suggested to accommodate the existing private gravel road that has been there for 30+ years. This should be made legal and official so that further issues between landowners do not come up in the future. Thank you for your time Sally and Tom Jackson; �U- �-"' f� J 36406 3d Avenue SW Federal Way WA Note: Please pass this on to any of the appropriate planners reviewing these documents LandUse_Letter CityofFED_8-2-15 1 8/2/2015 Becky Chapin From: Sent: To: Subject: Thought you would want this Thanks Ann Ann Dower Tuesday, April 07, 2015 9:31 AM Becky Chapin FW: Montevista 6-lot Short Plat Should I respond or is that yours to do at this stage? -----Original Message ----- From: Harry Johnsonjmailto:hlohnson(a.mycstone.coml Sent: Monday, April 06, 2015 6:51 PM To: Ann Dower Subject: Montevista 6-lot Short Plat RECEIVED APR 0 7 2015 CITY OF FEDERAL WAY CDS Hello Ann, My name is Harold Johnson residing at 36522 2nd Ave Sw, Federal- Way, Thank you for your service to our community. I am concerned about the Montevista 6-lot Short Plat proposed in my neighborhood. It seems like this plot is getting special allowances that are not consistent with other development requirements. The proposed infrastructure such as the roads and water runoff have not been adequately addressed. Two parallel roads on the East side of the property will significantly complicate traffic and will increase potential for accidents It will also add to potential danger to pedestrian traffic. It would also make more sense to have this traffic go out the west side of the property instead of bringing it down to 1 st ave. The water retention pond also will tend to draw young people from the neighboring school. It appears their will be no or very little deterrent for access by these adventure seekers. I am also concerned that this retention system will not adequately handle the water runoff on the East side of property. I think that this project to be shored up more before proceeding. This project seems to not live up to the standard of other Federal Way projects. Are we giving special treatment to this developer? Please put this on hold until these issues are resolved. Harry Johnson / Cornerstone Financial Services 425-256-3105.Office. 253.208.8718 Cell. 206.407.2779 Fax. 17422108th Ave SE #200, Renton WA 98055 http://www.mycstone.com hjohnson@mycstone.com Becky Chapin From: Brian Asbury <BAsbury@lakehaven.org> Sent: Tuesday, April 07, 2015 9:25 AM RECEIVED To: Becky Chapin Subject: FW: Montevista 6-lot short plot APR 07 2015 Just FYI Brian Asbury Development Engineering Supervisor Lakehaven Utility District -----Original Message ----- From: Brian Asbury Sent: Tuesday, April 07, 2015 9:24 AM To: 'Harry Johnson' Subject: RE: Montevista 6-lot short plot CITY OF FEDERAL WAY CDS Mr, Johnson, Lakehaven only has jurisdiction over water distribution and sanitary sewer systems. Roads, traffic, surface water drainage, buildings, public safety, and schools are under the jurisdiction of the underlying land use agency (and/or school district for school issues of course). In this case, all of the areas of concern you've noted are within the City of Federal Way's jurisdiction (except onsite septic systems that appear to be proposed, all septic systems are under the jurisdiction of the local County Health Department); and therefore I've passed along your comments to the City's assigned project planner (Becky Chapin). Regarding water and/or sewer development, Lakehaven has the same requirements for any/all properties without permanent/fronting water and/or sewer mainlines - those properties desiring water Wor sewer service must extend mainline facilities to the far edge(s) of the property being served, so future customers/properties will have (similar) opportunity to extend-from/access such mainline facilities. For this particular proposed development, water and/or sewer service for the proposed six (6) residential lots will require mainline extensions under Lakehaven's typical standards, specifications & processes. Please feel free to let me know if you've any other questions or need additional information. Brian Asbury Development Engineering Supervisor Lakehaven Utility District -----Original Message ----- From: Harry Johnson Imailto:hlohnson0mycstone.com Sent: Monday, April 06, 2015 6:54 PM To: Brian Asbury Subject: Montevista 6-lot short plot Hello Brian, My name is Harold Johnson residing at 36522 2nd Ave Sw, Federal Way, Thank you for your service to our community. I am concerned about the Montevista 6-lot Short Plat proposed in my neighborhood. It seems like this plot is getting special allowances that are not consistent with other development requirements. The proposed infrastructure such as the roads and water runoff have not been adequately addressed. Two parallel roads on the East side of the property will significantly complicate traffic and will increase potential for accidents It will also add to potential danger to pedestrian traffic. It would also make more sense to have this traffic go out the west side of the property instead of bringing it down to 1 st ave. The water retention pond also will tend to draw young people from the neighboring school. It appears their will be no or very little deterrent for access by these adventure seekers. I am also concerned that this retention system will not adequately handle the water runoff on the East side of property. I think that this project to be shored up more before proceeding. This project seems to not live up to the standard of other Federal Way projects. Ate we gi-ifg special treatment to this developer? Please put this on hold until these issues are resolved. Harry Johnson ! Cornerstone Financial Services 425-256-3105. Office. 253:208.8718 Cell. 206.407,2779 Fax. 17422108th Ave.SE#200, Renton WA 98055 htt :Ilwww.m cstone.cvm Noll nson@rnycstone.com City of Federal Way Director of Community Development Department Associate Planner— Becky Chapin Ann Dower, Public Works Sr. Engineer Sarady Long, Public Works Sr. Transportation 33325 8th Avenue South 2"d Floor Federal Way WA 98003 RE: Monte Vista Partners LLC/ Monte Vista Short Plat Development Proposal at 320 SW 366th Street File # 15-100975-SU & 15-100876-CN City of Federal Way: Date: April 2, 2015 RECEIVED BY COMMUNITY & ECONOMIC DEVELOPMENT DEPARTMENT APR - 3 Z015 We are writing as suggested in the land use letter to comment on the referenced development. We have obtained and reviewed copies of the proposed development from the Community Development Center. We live adjacent to the property referenced above on the northeast side at 36406 3rd Avenue SW. We have lived here for 21 years. We have several concerns regarding the proposed development based on the drawings provided. We may have further concerns as additional details are disclosed. Our current concerns are as follows: 1. Storm Water Runoff - the site drawings show a holding pond on the northeast side of the development. Our concern is has it been designed to adequately hold the runoff since the soil in this area does not perk well. The water flow down the gravel road is substantial during heavy rains. Do they have an emergency overflow as part of the design? The development of this acreage will increase the potential of run off if not designed correctly. This could allow for an overflow onto our property as well as flooding onto the property north of the acreage and the property to the NE of the acreage that is owned by Illahee Middle School and cause property damage. 2. Student Safety - Illahee students daily walk down our road (311 Avenue SW) to and from school. They will be walking right past the holding pond. If it is not adequately set back from the property line (which it is not currently) with fencing (not shown) and vegetation /trees to buffer (not shown), these students may be harmed as they will probably play at the pond (being middle-schoolers) and water accidents could occur. The pond as defined looks to possibly have as much as 4-6' deep of water in it. Again from a safety perspective, should we have 4-6' deep area of water in an unfenced environment on paths currently accessed daily by 11-14 year olds? Also the retaining wall on the east side of the pond could be as high as 50' off the road elevation if the scale of the cross section is correct. Again, could you see a 12 year old boy at the top of the retainage wall jumping up down to the level of the pond? I could, and don't want that accident to occur. The retainage pond, should have a fence, and visual screening (vegetation to "hide" it from the gravel road) to promote safety for the general public. Private Road Use - It appears that the development assumes use of our private road up to our neighbor's house for access to maintain of the holding pond. This is a private road with an easement in place for 30+ years. The use of this road for this maintenance access HAS NOT BEEN APPROVED by the 4 neighbors that use this private road. 4. Easement Relinquishment -There is an easement relinquishment (King County Superior Court case No 12-2- 11980-5) noted on the drawings. This case was heard in April/June, 2012. We have asked for the copies of the documents of that case and do not know if they will be sent before the April 10th deadline for this letter. LandUse_Letter_CityofFED_4-2-15 1 4/3/2015 The easement road in question has been used by the four lots to the east of the development site for at least 30 plus years. We were not notified of any action which would affect this road in 2012 and just learned of this case in the past few days. Once we learn the details of the case, we may proceed with legal action to block such action if we have been harmed in any way by this case. 5. Vegetation —There are currently a large number of trees on the property to be developed. The plans appear to remove a significant portion of the trees. One, per my conversation with the City, tree retention should occur at 25/acre. Since this is a 5 acre lot, that would mean 100 trees. I do not count 100 trees being saved on this lot AND I count NO trees being saved around the retention pond. Again, trees and other vegetation should be evenly spread around the site and especially be located around the retention pond for buffer and visual screening. Two, this area is prone to substantial wind in winter windstorms. We have had several trees blown over into the road from this acreage. If only 50 odd trees are left, they will be MUCH more prone to further blow -over - damage since they are not in a forest for buffer. 6. Retention Pond Maintenance — If the pond has as much of 6' of water in for any portion of the year, we need consistent and agreed upon maintenance and cleaning service defined for this new body of water. That should also include bug -spraying. Currently the area has minimal issues with mosquitoes in the summer. Having a stagnant holding pond, will promote the breeding of insects in that area. Again, the private gravel road has not been approved for maintenance access. 7. Septic System — There is no City sewer in the area. And I don't see a specification of the septic on the drawing. We would want to make sure that the drain fields are adequate for the number houses and for decades of use. 8. Road Improvements - When we added an addition in 1995, 1 went through a 6 month variance process to convince the City of Federal Way that paving a concrete road with curbs and sewer was not required for my house addition of 10005F, I am therefore surprised that for the addition of 6 houses, that 366th the length of Steve Salter's corner lot (3'd Avenue SW and 3661h) will not be required to be improved to match the width of the rest of the residential streets in the neighborhood. The increased traffic would be better accommodated with the widening. Likewise, it looks like the gravel 366th between the private road of 3'd Avenue SW and 6th Ave SW will not be improved to a paved road. Indeed, I am not sure what paving surface the improvement in front of the development will be per the drawings. It concerns me greatly for access for 6 families, probably 2 cars each house at least, that a paved road from 6th Avenue S through to connect with the consistently wide road of 366th will not be improved and paved. And if this is not a paved road, the use of this road by emergency vehicles for life safety will be significantly curtailed with the potholes of the existing gravel road in place. 9. Street Naming —The drawings show that both our private road and the new "T" road in the development will be named 3d Avenue SW. Since our private road has had this address for 30 plus years, then their new road should have a different road name. It will be VERY confusing for wayfinding and a bad design decision to have 2 roads parallel to each other have the same exact name. We would appreciate consideration of our concerns in your review of the project. The land use Action sign for this development was posted on the site for a short time. It was not on the site as of March 21st and we first noticed it on March 271h and as of April 1st it is no longer posted. If there are any public hearing or additional comments, please let us know personally and or let us know the process to follow to find out this information on line since the public posting process this time round has not been obvious to the neighbors. Thank you for your time Sally and Tom Jackson ;,• 36406 3d Avenue SW .` Federal Way WA LandUse_Letter_CityofFED_4-2-15 2 4/3/2015 a A Federal Way NOTICE OF MASTER LAND USE APPLICATION Project Name: M0ntevWa Short Plat Project Description: Proposed short subdivision of two existing 4,18-acre single-family lots into six single-family lots. The subject property is zoned Single Family (RS15.0), Agent: Ray Miller, Encompass Eng. & Surveying, 165 NE Juniper St., Suite 201, Issaquah, WA 98027 Project Location: 320 SW 366th Street, Federal Way. Tax Parcel ID #302104-9069 & 302104-9114 Date of Application: February 28, 2015 Date Determinad Complete: March 19, 2015 Date of Notice of Application: March 27, 2015 Requested Decision and Other Permits Included with this Application: The applicant requests a short subdivisfon decision (File #15-100876-00- SU) issuad by the Director of Community Develop- ment pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits andlor approvals In conjunction with the short subdivision decision include Cancurrency (File #15-100876- 00-CN); and yet -to -be -filed Engineering Review. The department has determined the appircatlon is categoricaliy exernpt from threshold determination prace dures pursuant to State Environmental Policy Act{SEPA} Rules•197-11.800(6). Environmental Documents: Preliminary Technical Information Report, Wetland and Stream Determi- nation, and Geotechnical Engineering Study. Oevelopment Regulations to Be Used for Project Mitigation: FWRC Title 16'Surface Water Manage- ment;' Title 18'Subdivisions;' Title 19'Zoning and Development Code.' Consistency with Applicable City Plans and Regula- tions: The project will be reviewed far 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 April 10, 2015. Only persons who submit written documents to the Director, or specifically request a copy of the original decision may appeal the Director's decision. Avaltab IIIty of File and Environmental Documents: The official project lite and referenced environmen- tal documents are available for public review dur- ing normal business hours at the Community De- velopment Department, 33325 8th Avenue South, 2nd Floor, Federal Way, WA 98003 Staff Contact: Becky Chapin, Assistant Planner, 253-835-2641, becky.Mapin@cityoffederalway.com Printed In the Federal Way Mirror March 27, 2015. FWM 2211 I rrr 1-• � 4. ,� - 31919111 Ave S, Suite 101 Federal, Way, WA 98003 253.9 55.5565 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 weeks(s), commencing on the 27th day of March 2015 , and ending on the 27th day of March 2015 , 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 $115.36, 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 7th day of April 2015. Notary Public in and for the State of Washington, Residing _Buckley FER A NOTARY N: z A PUBLIC C? � ��rlI1111111► CIT Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003-6325 253-835-7000; Fax 253-835-2609 www.cityoffederalway.com DECLARATION OF DISTRIBUTION I, _ Kalon Thomas 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 hereby declare, under penalty of perjury of the ❑ 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 ■ posted to or at each of the attached addresses on March 26 , 2015. Project Name Montevista Short Plot File Number(s) 15-100875-00-SU & 15-100876-00-CN Signature Date 4LI,1461-5- Posting Sites: Federal Way City Hall - 33325 8th Avenue Federal Way Regional Library - 34200 1 It Way South Federal Way 320th Branch Library - 848 South 320th Street Subject Site - 320 SW 366th Street CITY OF - -- Federal Way NOTICE OF MASTER LAND USE APPLICATION Project Name: Montevista Short Plat Project Description: Proposed short subdivision of two existing 4.18-acre single-family lots into six single- family lots. The subject property is zoned Single Family (RS 15.0). Agent: Ray Miller, Encompass Eng. & Surveying,165 NE Juniper St., Suite 201, Issaquah, WA 98027 Project Location: 320 SW 366`' Street, Federal Way. Tax Parcel ID #302104-9069 & 302104-9114 Date of Application: February 28, 2015 Date Determined Complete: March 19, 2015 Date of Notice of Application: March 27, 2015 } N RS9.fi S,WRowve �' RS9.6 a. a tlf - SW 3eOTH Sr RS9 6.. RS15.0 = N Requested Decision and Other Permits Included with this Application: The applicant requests a short subdivision decision (File #15-100875-00-SU) issued by the Director of Community Development pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in conjunction with the short subdivision decision include Concurrency (File #15-100876-00-CN); and yet - to -be -filed Engineering Review. 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 Documents: Preliminary Technical Information Report, Wetland and Stream Determination, and Geotechnical Engineering Study. 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 April 10, 2015. 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 Documents: The official project file and referenced environmental documents are available for public review during normal business hours at the Community Development Department, 33325 81h Avenue South, 2❑d Floor, Federal Way, WA 98003 Staff Contact: Becky Chapin, Assistant Planner, 253-835-2641, Becky.chapin@cityoffederalway.com Printed in the Federal Way Mirror March 27, 2015. Doc. 1 D. 68641 CIT Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.citvoffederalway.com DECLARATION OF DISTRIBUTION } hereby declare, under penalty of perjury of the laws of the State of Y P tY P I ry Washington, that a: ,14 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 Peirnit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed ae-mailed and/or ❑ posted to or at each of the attached addresses on Project Name J1 D File Number(s) _ J 5'-.�7_: Signature :f-Date K:\CD Administration Files\Declaration of Distribution.doc/Last printed 1 /8/2015 10:07:00 AM Tamara Fix From: Jennifer Anderson <jnderson@soundpublishing.com> Sent: Thursday, March 26, 2015 8:22 AM To: Tamara Fix Subject: Re: Confirmation? Monte vista? Yes, sorry! Crary day yesterday. Phones and email were intermittent.:/ Jennifer Sent from my iPhone On Mar 26, 2015, at 8:07 AM, Tamara Fix <Tamara. Fix@ ci offederalwa .com> wrote: Just confirming you received the legal notice for tomorrow... Tamara Fix From: Tamara Fix Sent: Wednesday, March 25, 2015 9:23 AM To: Jennifer Anderson (Anderson@fedwaymirror.com) Subject: Legal Notice Please publish the following legal notice (Montevista NOA, 15-100876) in Friday's (March 27, 2015) issue. CITY OF Federal Way Please confirm and furnish an affidavit of publication. NOTICE OF MASTER LAND USE APPLICATION Project Name: Montevista Short Plat Project Description: Proposed short subdivision of two existing 4.18-acre single-family lots into six single-family lots. The subject property is zoned Single Family (RS15.0). Agent: Ray Miller, Encompass Eng. & Surveying, 165 NE Juniper St., Suite 201, Issaquah, WA 98027 Project Location: 320 SW 3661h Street, Federal Way. Tax Parcel ID #302104-9069 & 302104-9114 Date of Application: February 28, 2015 Date Determined Complete: March 19, 2015 Date of Notice of Application: March 27, 2015 Requested Decision and Other Permits Included with this Application: The applicant requests a short subdivision decision (File #15-100876-00-SU) issued by the Director of Community Development pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in conjunction with the short subdivision decision include Concurrency (File #15-100876-00-CN); and yet -to -be -filed Engineering Review. 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 Documents: Preliminary Technical Information Report, Wetland and Stream Determination, and Geotechnical Engineering Study. 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 April 10, 2015. 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 Documents: The official project file and referenced environmental documents are available for public review during normal business hours at the Community Development Department, 33325 8tn Avenue South, 2"d Floor, Federal Way, WA 98003 Staff Contact: Becky Chapin, Assistant Planner, 253-835-2641, becky.chapin@cityoffederalway.com Printed in the Federal Way Mirror March 27, 2015. CITY of i.� Federal Way NOTICE OF MASTER LAND USE APPLICATION Project Name: Montevista Short Plat Project Description: Proposed short subdivision of two existing 4.18-acre single-family lots into six single- family lots. The subject property is zoned Single Family (RS15.0). Agent: Ray Miller, Encompass Eng. & Surveying,165 NE Juniper St., Suite 201, Issaquah, WA 98027 Project Location: 320 SW 366th Street, Federal Way Tax Parcel ID #302104-9069 & 302104-9114 Date of Application: February 28, 2015 Date Determined Complete: March 19, 2015 Date of Notice of Application: March 27, 2015 I -- a' RS9.6 — — &bjulPreyedy I $ —RS9.r+ — p 4 . � I I 'SW ""N ST RNA RS 15.0. - Requested Decision and Other Permits Included with this Application: The applicant requests a short subdivision decision (File #15-100876-00-SU) issued by the Director of Community Development pursuant to Federal Way Revised Code (FWRC) Chapter 18.30. Additional permits and/or approvals in conjunction with the short subdivision decision include Concurrency (File #15-100876-00-CN); and yet - to -be -filed Engineering Review. 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 Documents: Preliminary Technical Information Report, Wetland and Stream Determination, and Geotechnical Engineering Study. 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 April 10, 2015. 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 Documents: The official project file and referenced environmental documents are available for public review during normal business hours at the Community Development Department, 33325 8`h Avenue South, 2nd Floor, Federal Way, WA 98003 Staff Contact: Becky Chapin, Assistant Planner, 253-835-2641, Becky.chapin@cityoffederalway.com Printed in the Federal Way Mirror March 27, 2015. Doc I.D. 68641 CITY OF . Federal Way March 23, 2015 Ray Miller Encompass Engineering & Surveying 165 NE Juniper Street, Suite 201 Issaquah, WA 98027 _ RE: File #15-100875-00-SU; LETTER OF COMPLETE APPLICATION Montevista Short Plat, 320 SW 366' Street, Federal Way H,4LL E t ek S'duth Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway.. com Jim Ferrell, Mayor The Community Development Department is in receipt of your February 25, 2015, application submittal for the short subdivision of two existing single-family residential lots into six 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 March 19, 2015. 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. CLOSING Formal processing and review of your application will now begin. Technical review comments will follow at a later date. A Notice of Application (NOA) will be posted on site, published in the Federal Way Mirror, and posted on the city's official notice boards within 14 days of this letter. Any questions concerning your short subdivision application may be directed to me at 253-835-2641 or becky.chapin@cityoffederalway.com. Sincerely, Becky Chapin Associate Planner enc: NOA c: Ann Dower, Senior Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue Doc. I.D. 68166 �W IL' p O O u R Y rV- � 36 x d4.1: a Il t 12 0 - m N a m lo � rn� . R Q-�S-36 q :SS.d6 W N J (CA cn C7 C N m O � B9.i7 a IDS.QI O O m - N st is rn u O O i a i Jr 4 C� 6J �y W 75523 C73 _ s 1`' a�oN y m }aos R N D s A co- W �c o x #o r � c� ZS• Z S TT o � .Ncl o si, y 4 A, N Sy �5 V 9-z7-;3 ZCL4z'a_._ y Y ll� GS _ _ -------- '--- __— 2NDAVE S.W. m S g c �st9 a §,_ - --_— 364--------- �•, u n �`' _.___._ 2NDAVE.S.W. YS.Oq S�ti SG'?w y¢•.v '\a Bt d � is d. 9= 7P '" 68.7 y A. o \ nodq y9 i 35.27 ,I. ZS rn V r� •N n o o oN A C7 w Iw �_ e np Q•1 -]6 Cp Q a '1 s D = m'1'n S Q+ZT-C N 96.8j SS.96 � 2S. QB AQ.74 E56. S i5C.7d u. Q. CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT DEVELOPMENT REVIEW COMNUTTEE TRANSMITTAL DATE: March 2, 2015 TO: Ann Dower, Development Services Rick Perez, Traffic Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue FROM: Becky Chapin FOR DRC MTG. ON: Mach 19, 2015 — Internal Completeness FILE NUMBER(s): 15-100875-00-SU RELATED FILE NOS.: 13-1043 88-00-PC PROJECT NAME: Montevista Short Plat PROJECTADDRESS: 320 SW 366t' Street ,ZONING DISTRICT: RS 15.0 PROJECT DESCRIPTION: Proposed 6-lot short plat with associated site improvements. LAND USE PERMITS: Short Plat PROJECT CONTACT., Ray Miller Encompass Engineering and Surveying 165 NE Juniper Street, Suite 201 Issaquah, WA 98027 MATERIALS SUBMITTED: • Master Land Use Application • Site Photos (1) • Lot Closure (2) • Title Report (2) • Sewer & Water Availability (2) • Wetland and Stream Determination (2) • Geotechnical Report (2) • Preliminary TIR (2) • Engineering Plans • Clearing, Grading, & Tree Preservation Plan • Short Plat Drawings RECEIVED FEB 2 6 2015 CITY OF FEDERAL WAY CDS Montevista Partners Site Photos 2/4/2015 Photographer Photo Camera IMAGES Position No. Direction 1 6 W 1 t 7 1 S 1 1 8 1 E Photographer I Photo I Camera Position No. Direction Montevista Partners Site Photos 2/4/2015 IMAGES :4 2 10 E 2 11 N Montevista Partners Site Photos 2/4/2015 Montevista Partners Site Photos 2/4/2015 Photographer I Photo I Camera Position No. Direction 5 18 19 S ILl 6 1 20 1 NE Montevista Partners Site Photos 2/4/2015 IMAGES Montevista Partners Site Photos 2/4/2015 Photographer Photo Camera Position I No. I Direction 7 1 25 1 NW 7 1 26 1 N 7 1 27 1 E Montevista Partners Site Photos 2/4/2015 IMAGES win Parcel name: LOT 1 North: 6456.2178 Line Course: S 89-32-14 E North: 6455.3358 Line Course: S 00-38-43 w North: 6289.1664 Line Course: N 89-32-14 w North: 6289.8458 Curve Length: 39.35 Delta: 90-10-57 Chord: 35.41 Course In: N 00-27-46 E RP North: 6314.8450 End North: 6315.1265 Line Course: N 00-38-43 E North: 6456.2176 MONTEVISTA LOT CLOSURES.tXt East : 6897.0133 Length: 109.20 East : 7006.2097 Length: 166.18 East : 7004.3382 Length: 84.12 East : 6920.2210 Radius: 25.00 Tangent: 25.08 Course: N 44-26-45 w Course Out: N 89-21-17 w East : 6920.4229 East : 6895.4245 -ength: 141.10 East : 6897.0135 Perimeter: 539.95 Area: 18,012 Sq Ft 0.41 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0003 Course: S 44-26-46 E Error North:-0.00024 East : 0.00024 Precision 1: 1,799,833.33 Parcel name: LOT 2 North: 6621.1570 Line Course: S 89-32-14 E North: 6620.2750 Line Course: S 00-38-43 w North: 6455.3354 Line Course: N 89-32-14 w North: 6456.2174 Line Course: N 00-38-43 E North: 6621.1570 East : 6898.8709 Length: 109.20 East : 7008.0674 Length: 164.95 East : 7006.2097 Length: 109.20 East : 6897.0133 Length: 164.95 East : 6898.8709 Perimeter: 548.30 Area: 18,012 Sq Ft 0.41 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East : 0.00000 Precision 1: 548,300,000.00 Parcel name: LOT 3 North: 6436.8937 Line Course: S 89-32-14 E North: 6435.8534 Line Course: S 00-38-43 w North: 6315.3811 Curve Length: 39.19 Delta: 89-49-03 East : 6715.9842 Length: 128.80 East : 6844.7800 Length: 120.48 East : 6843.4231 Radius: 25.00 Tangent: 24.92 Page 1 ReceiveD FEg 2 5 2015 CITY OF CAS RAL WAY Chord: 35.30 Course In: N 89-21-17 w RP North: 6315.6626 End North: 6290.6634 Line Course: N 89-32-14 w North: 6291.5025 Line Course: N 00-38-43 E North: 6436.8932 MONTEVISTA LOT CLOSURES.txt Course: S 45-33-14 w Course Out: S 00-27-46 w East : 6818.4247 East : 6818.2228 Length: 103.88 East : 6714.3462 Length: 145.40 East : 6715.9837 Perimeter: 537.74 Area: 18,594 Sq Ft 0.43 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0007 Course: S 45-33-14 w Error North:-0.00049 East :-0.00050 Precision 1: 768,214.29 Parcel name: LOT 4 North: 6582.2088 Line Course: S 89-36-59 E North: 6581.5145 Curve Length: 39.38 Delta: 90-15-42 Chord: 35.44 Course In: S 00-23-01 w RP North: 6556.5151 End North: 6556.2335 Line Course: S 00-38-43 w North: 6435.8512 Line Course: N 89-32-14 w North: 6436.8915 Line Course: N 00-38-43 E North: 6582.2023 East : 6717.6208 Length: 103.69 East : 6821.3085 Radius: 25.00 Tangent: 25.11 Course: S 44-29-08 E Course Out: S 89-21-17 E East : 6821.1411 East : 6846.1395 Length: 120.39 East : 6844.7837 Length: 128.80 East : 6715.9879 Length: 145.32 East : 6717.6245 Perimeter: 537.58 Area: 18,594 Sq Ft 0.43 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0075 Course: S 29-29-37 E Error North:-0.00649 East : 0.00367 Precision 1: 71,677.33 Parcel name: LOT 5 North: 6778.3794 Line Course: S 89-32-14 E North: 6777.3391 Line Course: S 00-38-43 w North: 6658.2266 Curve Length: 39.16 Delta: 89-44-18 chord: 35.27 Course In: N 89-21-17 w RP North: 6658.5082 End North: 6633.5087 Line Course: N 89-36-59 w North: 6634.0706 Line Course: N 00-38-43 E East : 6719.8302 Length: 128.80 East : 6848.6260 Length: 119.12 East : 6847.2845 Radius: 25.00 Tangent: 24.89 Course: S 45-30-52 w Course out: S 00-23-01 w East : 6822.2861 East : 6822.1187 Length: 83.92 East : 6738.2006 Length: 20.00 Page 2 North: 6654.0693 Line Course: N 89-36-59 w North: 6654.2032 Line Course: N 00-38-43 E North: 6778.3754 MONTEVISTA LOT CLOSURES.tXt East : 6738.4258 Length: 20.00 East : 6718.4263 Length: 124.18 East : 6719.8248 Perimeter: 535.17 Area: 18,027 Sq Ft 0.41 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0068 course: S 53-33-59 w Error North:-0.00402 East :-0.00544 Precision 1: 78,702.94 Parcel name: LOT 6 North: 6918.7975 Line Course: S 89-40-44 E North: 6918.0756 Line Course: S 00-38-43 w North: 6777.3346 Line Course: N 89-32-14 w North: 6778.3749 Line Course: N 00-38-43 E North: 6918.7960 East : 6721.4117 Length: 128.80 East 6850.2097 Length: 140.75 East 6848.6246 Length: 128.80 East 6719.8288 Length: 140.43 East 6721.4103 Perimeter: 538.78 Area: 18,108 Sq Ft 0.42 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0021 Course: S 43-06-21 w Error North:-0.00152 East :-0.00143 Precision 1: 256,561.90 Parcel name: ROAD -DEDICATION North: 6918.0756 Line Course: S 89-40-44 E North: 6917.7842 Line Course: S 00-38-43 w North: 6315.1224 Curve Length: 39.35 Delta: 90-10-57 Chord: 35.41 Course In: S 89-21-17 E RP North: 6314.8409 End North: 6289.8417 Line Course: N 89-32-14 w North: 6290.6655 Curve Length: 39.19 Delta: 89-49-03 Chord: 35.30 Course In: N 00-27-46 E RP North: 6315.6647 End North: 6315.3832 Line Course: N 00-38-43 E North: 6556.2279 Curve Length: 39.38 Delta: 90-15-42 East : 6850.2118 Length: 52.00 East : 6902.2109 Length: 602.70 East : 6895.4233 Radius: 25.00 Tangent: 25.08 Course: S 44-26-45 E Course Out: S 00-27-46 w East 6920.4218 East 6920.2198 Length: 102.00 East 6818.2232 Radius: 25.00 Tangent: 24.92 Course: N 45-33-14 E Course out: S 89-21-17 E East 6818.4251 East 6843.4235 Length: 240.86 East 6846.1361 Radius: 25.00 Tangent: 25.11 Page 3 Chord: 35.44 Course In: N 89-21-17 w RP North: 6556.5094 End North: 6581.5089 Line Course: N 89-36-59 w North: 6582.2031 Line Course: N 00-38-43 E North: 6634.1998 Line Course: S 89-36-59 E North: 6633.5040 Curve Lenggth: 39.16 Delta: 89-44-18 Chord: 35.27 Course In: N 00-23-01 E RP North: 6658.5035 End North: 6658.2219 Line Course: N 00-38-43 E North: 6918.0655 MONTEVISTA LOT CLOSURES.txt Course: N 44-29-08 w Course Out: N 00-23-01 E East : 6821.1376 East : 6821.3050 Length: 103.69 East : 6717.6173 Length: 52.00 East : 6718.2030 Length: 103.92 East : 6822.1206 Radius: 25.00 Tangent: 24.89 Course: N 45-30-52 E Course out: S 89-21-17 E East : 6822.2880 East : 6847.2864 Length: 259.86 East : 6850.2130 Perimeter: 1674.11 Area: 39,875 Sq Ft 0.92 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0102 Course: S 06-50-50 E Error North:-0.01018 East : 0.00122 Precision 1: 164,128.43 Parcel name: TOTAL PARCEL North: 6918.7975 Line Course: S 89-40-44 E North: 6917.1722 Line Course: S 00-38-43 w North: 6289.1620 Line Course: N 89-32-14 w North: 6291.5043 Line Course: N 00-38-43 E North: 6918.7946 East : 6721.4117 Length: 290.00 East : 7011.4072 Length: 628.05 East : 7004.3341 Length: 290.00 East : 6714.3435 Length: 627.33 East : 6721.4085 Perimeter: 1835.38 Area: 182,029 Sq Ft 4.18 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0043 Course: S 47-32-09 w Error North:-0.00293 East :-0.00320 Precision 1: 426,832.56 Parcel name: TRACT A North: 6917.7842 Line Course: S 89-40-44 E North: 6917.1722 Line Course: S 00-38-43 w North: 6620.2710 Line Course: N 89-32-14 w North: 6621.1530 Line Course: N 00-38-43 E North: 6917.7842 East : 6902.2118 Length: 109.20 East 7011.4101 Length: 296.92 East 7008.0661 Length: 109.20 East 6898.8697 Length: 296.65 East 6902.2106 Page 4 MONTEVISTA LOT CLOSURES.tXt Perimeter: 811.96 Area: 32,408 Sq Ft 0.74 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0012 Course: N 89-22-04 w Error North: 0.00001 East :-0.00119 Precision 1: 676,641.67 Parcel name: TRACT B North: 6654.2049 Line Course: S 89-36-59 E North: 6654.0710 Line Course: S 00-38-43 w North: 6634.0723 Line Course: N 89-36-59 w North: 6634.2062 Line Course: N 00-38-43 E North: 6654.2049 East : 6718.4317 Length: 20.00 East 6738.4312 Length: 20.00 East 6738.2060 Length: 20.00 East 6718.2064 Length: 20.00 East 6718.4317 Perimeter: 80.00 Area: 400 Sq Ft 0.01 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 90-00-00 E Error North: 0.00000 East : 0.00000 Precision 1: 80,000,000.00 Page 5 SUBDIVISION GUARANTEE Guarantee No.: G-6329-000003383 Fee: $300.00 Order No.: 01148-39009 Dated: January 05, 2015 Issued by STEWART TITLE GUARANTY COMPANY 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: Authorized CountersignaluaB Stewart Title Company 18000 International Blvd, Suite 500 SeaTac, WA 98188 Agent ID: 470047 Guarantee Serial No. sLeWart title guaranty company C o tz? Matt Moms President and CEO DSecretary enise CA/rraux In writing this company please address it at P.O. Box 2029, Houston, Texas 77252, and refer to the printed Serial Number. RECEIVED FEB 2 5 2015 CITY OF FEDERAL WAy WA Subdivision Guarantee SUBDIVISION GUARANTEE Order Number: 01148-39009 Effective Date: January 05, 2015 at 8:00 am OWNERS: Montevista Partners LLC, a Washington Limited Liability Company LEGAL DESCRIPTION: Parcel 1: Prepared by: Stewart Title Company 18000 International Blvd, Suite 500 SeaTac, WA 98188 Guarantee No.: G-6329-000003383 Premium: $300.00 Sales Tax: $28.50 Total: $328.50 The West 290 feet of the Northwest quarter of the Southeast quarter of the Southeast quarter of Section 30, Township 21 North, Range 4 East, W.M., in King County, Washington; Except the South 30 feet thereof. Parcel 2: The South 30 feet of the West 620 feet of the Northwest quarter of the Southeast quarter of the Southeast quarter of Section 30, Township 21 North, Range 4 East, W.M., in King County, Washington. SUBJECT TO: 1. 2015 Property Taxes became a Lien January 1, 2015. They are not yet ascertainable or payable until February 15, 2015. Levy Code: 1205 Tax Account No.: 302104-9069-04 Land: $165,000.00 Improvements: $ 100.00 Affects: Parcel 1 Note: Taxes and Charges for 2014 were paid in full in the amount of $2,419.99. Note: King County Treasurer, 500 4th Avenue, 6th Floor Admin. Bldg., Seattle, WA 98104 (206) 296-7300 Web Address: http://webapp.metrokc.gov/kctaxinfo/. Page 1 of 4 STEWART TITLE GUARANTY COMPANY WA Subdivision Guarantee 2. 2015 Property Taxes became a Lien January 1, 2015. They are not yet ascertainable or payable until February 15, 2015. Levy Code: 1205 Tax Account No.: 302104-9114-09 Land: $1,000.00 Improvements: $0.00 Affects: Parcel 2 Note: Taxes and Charges for 2014 were paid in full in the amount of $17.85. Note: King County Treasurer, 500 4th Avenue, 6th Floor Admin. Bldg., Seattle, WA 98104 (206) 296-7300 Web Address: http://webapp.metrokc.gov/kctaxinfo/. 3. Liability for supplemental assessments for improvements not presently carried or being taxed on the general tax rolls. 4. Liability for sewer treatment capacity charges that may be assessed but not disclosed in the public records. Please contact the King County Capacity Charge Department for further information at 206-296-1450. 5. Easement and the terms and conditions thereof: Disclosed by instrument recorded: May 22, 1953 Recording No.: 434754t: Purpose: roadway and utility Affects: the West 290 feet of Parcel 2 6. Easement and the terms and conditions thereof: Grantee: Puget Sound Power and Light Company, a Washington corporation Purpose: electric transmission and/or distribution system Affects: Parcel 2 Recorded: June 25, 1953 Recording No.: 4357239 J 7. Easement and the terms and conditions thereof: Disclosed by instrument recorded: September 2, 1954 Recording No.: 4482209 V Purpose: road and utility Affects: the West 290 feet of Parcel 2 8. Easement and the terms and conditions thereof: Purpose: road and utility Affects: East 30 feet of Parcel 1 Recorded: May 25, 19,55 Recording No.: 9. Easement and the terms and conditions thereof: Disclosed by instrument recorded: May 26, 1955 Recording No.: 4577386 V Purpose: road and utility Affects: East 30 feet of Parcel 1 10. Easement and the terms and conditions thereof: Disclosed by instrument recorded: June 12, 1968 Recording No.: 6361399, Purpose: ingress, egress and utilities Affects: Parcel 2 Pei Page 2 of 4 STEWART TITLE GUARANTY COMPANY WA Subdivision Guarantee 11. Easement and the terms and conditions thereof: Grantee: Federal Way Water and Sewer, a municipal corporation Purpose: water facilities Affects: the Northerly 15 feet of the West 290 feet of Parcel 2 Recorded: April 6, 1994 Recording No.: 9404061729 es Page 3 of 4 STEWART TITLE GUARANTY COMPANY WA Subdivision Guarantee SUBDIVISION GUARANTEE Order Number: 01148-39009 Guarantee No.: G-6329-000003383 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. Page 4 of 4 STEWART TITLE GUARANTY COMPANY MONTEVISTA PARTNERS LLC w UBI Number 602775294 Category LLC Active/Inactive Active State Oflncorporation WA WA Filing Date 102912007 Expiration Date 10/3112015 I nactive Date Duration Perpetual Registered Agent Information Agent Name STEPHEN MCWILLIAMS Address 11040 MAIN ST # 200 city BELLEVUE State WA IJP 98004 Special Address Information Address City State Zip GovemingPemns Title Name Manager MCNILUAWIS,STEPHEN Address 11040 MAIN ST #200 BELLEVUE , WA 98004 *v �tewart title ORDER NO:01148-39009 This sketch is provided without charge for information. It is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations or boundaries_ It's not a part of, nor does it modify, the commitment or policy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch_ Reference should be made to an accurate survey for further information. 20071210000611.001 WHEN RECORDED RETURN TO: Name: MONTEVISTA PARTNERS LLC Address: 6715 155TH PLACE SEpp-- BELLEVUE, WA 98006 J 20071210000611 PAGE001 OFl003 i0 42.00 12/10/2007 11:29 KING COUNTY, up Escrow Number: 207iSC052 ? F a i f i Filed for Record at Request of: STEWART TITLE a4'7) �OpSa STATUTORY WARRANTY DEED' The Grantor(s), DAVID THOMAS HEDGES, A MARRIED MAN AS HIS SEPARATE ESTATE and in consideration of Ten Dollars and other good and valuable consideration in hand paid, conveys, and warrants to MONTEVISTA PARTNERS LLC, A WASHINGTON LIMITED LIABILITY COMPANY the following described real estate, situated in the County of KING, State of Washington: SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, SE % SE Yn Legal Description: See Exhibit A attached hereto and made a part hereof. E2323837 12/le/2007 11:29 KING COUNTY, WA SALE $512;000.00 PAGE001 OF 001 SUBJECT TO: MATTERS OF PUBLIC RECORD AND BUYER IS AWARE OF CONDITION OF TITLE AS PER SUPPLEMENTAL NO. 1 Assessor's Property Tax Parcel/Account Number: 302104-9069-04 d: NOVEMBER 30 20D7 DAVIDTHO A4HDG ES SHOELLEY 10 ANDERSON STATE OF Washington ) NOTARY PUBLIC ss. STATC OF WAS+iOGTON COUNTY OF KING ) CI � Exl�tR�S r� E. I certify that I know or have satisfactory evidence that DAVID THOMAS HEDG= the person who appeared before me, and said person acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. Dated: DECEMBER �0, 2007 Name: --v. z o Ud[j Notary Public in an�for the State of UV hington Ll My appointment expires r✓� ��} ll� 20071210000611.002 Exhibit A LEGAL DESCRIPTION PARCEL A: THE WEST 290 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. EXCEPT THE SOUTH 30 FEET THEREOF_ PARCEL B: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 30 FEET OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. n 20071210000611.003 Stewart title - commercial division 18000 International Blvd. South, Suite 510 SeaTac, WA 98188 206-770-8700 ♦ 888-896-1443 Title Officer: Robert B. Jackson Phone: 206-770-8860 E-mail: Jackson@stewart.com Fax: 206-802-9344 Title Officer: Don Peters Phone: 206-770-8858 E-mail: dpeters@stewart.com Fax: 206-802-9343 Your Reference: HEDGES/MCNTIVISTA PARTNERS Order Number: 207160052 To: STEWART TITLE/SEATTLE 1420 5TH AVENUE, SUITE 500 SEATTLE, WA 98101 A37ENTION: SHELLEY ANDERSON SUPPLEMENTAL NO. 1 The following information affects the title to the property covered by our report, but is not intended to represent a complete report to date: THE VESTING IN THE FORTH COMING POLICY WILL READ AS FOLLWS; HOWARD JOHNSON AND MARJORIE S. JOHNSON, HUSBAND AND WIFE, AS TO THE EAST 30 FEET OF PARCEL A AND IN MONTEVISTA PARTNERS LLC, AND/OR ASSIGNS, A WASHINGTON LIMITED LIABILITY COMPANY, AS TO THE REMAINDER. DATED: NOVEMBER 28, 2007 AT 8:00 A.MJSJ BY: 6!2��-6atu Don Peters Page 1 Order Number: 207160052 20071207000729.001 WHEN RECORDED RETURN TO: Name: rJONTEVISTA PARTNERS, LLC Address: 11040 MAIN STREET, Suite 20( EFLLEVUE, WA 98004 E23�3581 12/07/2007 '1116 KING COIfNTY. WA �g,40 SALE $3,W.00 PAGE001 OF 001 Escrow Number: 207160053 Filed for Record at Request of: STEWART TITLE r Y STATUTORY WARRANTY DEED The Granto*), MARY KAY BARRY. ALSO APPEARING OF RECORD AS MARY KAY HEDGES, AND MARY K. HEDGES BARRY, A SINGLE WOMAN for and In consideration of Ten Dollars and other good and valuable consideration in hand paid, conveys, and warrants to MONTEVISTA PARTNERS LLC, A WASHINGTON LIMITED LIABILITY COMPANY the folfowing described real estate, situated in the County of KING, State of Washington: 30, TOWNSHIP 21, RANGE EAST, W.M., IN KING COUNTY, WASHINGTON_ SW %AND SE % OF SE '% Legal Description: See Exhibit A attached hereto and made a part hereof. SUBJECT TO: MATTERS OF RECORD Assessor's Property Tax Parcel/Account Number: 302104-9066-07, 302104-9114-09 Dated: DECEMBER 6, 2007 e MAFgY Y OKRY, BY ID T_ HEDGES HEW ORNEY�11+1� SHE,L_ Y I ANDFRSON State of WASHINGTON NOTARY �'Uf3UC STAII OF MS'IMCTON County ❑f n CCiPTC. 51� 75, 20 v SEPTCRsg'eR 7.5, 2f7iC+ On this day of DECEMBER, 2007. be€are a AVID T. HEDGES to me known to be the individual described in and who executed the foregoing instrument as Attorney in Fact for MARY K. HEDGES BARRY and acknowledged that he signed and sealed the same as his free and voluntary act and deed as Attorney in Fact for said principal for the uses and purposes therein mentioned, and on oath stated that the Power of Attorney authorizing the execution of this instrument has not been revoked and that the said principal is now living and is not incompetent. Given under my hand and official seal the day and year last above written. Name: :�h� 1 `�t: if�'l ^ vGpd1 Notary Public in and f�te of w �—Q �` J� Residing at: My appointment expires: I� S /� d 10 20071207000729.002 Exhibit A LEGAL DESCRIPTION PARCEL A: THE SOUTH 30 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 21, RANGE 4 EAST, W.m., IN KING COUNTY, WASHINGTON. EXCEPT COUNTY ROAD. PARCELS: THE SOUTH 30 FEET OF THE WEST 620 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 21, RANGE 4 EAST, W.M., IN KING COUNTY. WASHiNGTON. i r tax 4347540 I may 18- 3 �J ,0 42.20 Um 2.00 -St h- € 330 ft of tte W 25220 ft Of tbQ NW f of tbO * of t�dae A9 � ie zj of s30-21A B'R., ss tm w 30 ft aw 1,246�t Goa30 L t for raladv , x m i lUl r� �*� the S 30 f t of the 3 of of Sw j of sE* of aeo 30-21-4 . � over tho 5 rt o the V 290 ft Of Wi GiSa Of Z 5 of o ewah s and isi�# a at is ie� 3�o ��7i _ rrte�t to the abv des a t tit of land. 1 !!pp #o Nw.Fizst Iced S & LN AsOn GitY fly PSTIGo g� lay 22 non taxazl;le i i ML Cooper & Reger r 1tors 600 Aurora Olio d ZTzo Just 20 7 Lrmai�} Jo4hnson wd MriO -ie ST..iohr`.S�r , �� . , *rdP a� vhar leer 0v* t hair+" 1 .iiR� h�[t; :'.G� -L. Lrr Hedges .d ? J Y'S{ �..� t Sound P��- 2xU'pht ^Lz-0-artyk mesa Corp of t_�w and Whe SW T. r 0i thg S*z o: s,'ct 10-21-4 Ow f t Pf t� NOT o_ the aes t: as close as practicable to the N. in thr*: __mt;ee Para at icker.-- _cn ok MI ap ?b i i L�5 JAI (tx pd 1441-w! - 4482909 -54 $io. a ova �4. ate 4,4o irts Kward Jchra= AVA i $cria 3 Tyson, E& W t* je aeph X &aWo.z And Fr&navy D M=Yb-= , hwf w P-60 ft of X 330 ft of 4 � of t of T %to M the 11 30 ft thol TO Use for rc--4 4d �ilitF PrP6 avev, t� q 30 ft of n* 3 ' Of B3i gA 4 343, 9= 60=tg roads, over thq S 36 ft of V 2,90 ft ct W4 of S4 cf * ad sea - an aii�n -*za llssivt ease for rid an .tillty Pr9a o�- t 9 30 ft of V 290 � air* of i Ed r00 '210 and r �� 9 3o ft: �f 30 sit KCW wd to Pacific Firat Fed SAv & Loan amn dtd ftY 2 w53 filed 2b- 29--53 file lCoa 4349420 arA r&u val 3083 4a t, 334 kaW vch Avg grantOe assumes &W agree to pay Zia ok LFQMx:d Jy�arhnaca bef Jam Lben-hardt nP for SpO m Co. 4n a a w0b* , Utah, Aug! 17 -54 +07 Marjorie S lcbrso be "Gma K Davis IP. for Utah, , NS July 29--57 ca to C Ralph Fleming 312 - Fags Kiwy Soo Au * arn, Wh PPms� �____4_ $% ah : -' .- .tee ^J :53--�t M a 1 it _e S 4�--nan - --- RD & MLZTY 8ASMT May 25-55 45� Apr 15-55 for val cant., E Lemoln White and TVerle E White hwt., to -Howard Johnson and Marj'orie S Johnson hwf., & W B Burtt. , fp Grant to the sP the oonc clustve easemt for rd and utilty pupr over and acr^3s the fol dese ppty., The S.30 ftof the IPE- o -he IQ SEII of irieBE of 10-2I- f ' eNm EXC the co rd . , Th2 � E �O ft of hey 290 ft of the Id 33J ft of theSid of the SEA of the SEA of 3:-o1-4 ewm ESC the N 30 ft throf The L ;O ftof the `�e 290 ft of theM SW of the SFI of of 30-21-4 ems EXL ti eN. 330 ft throf., ` The E 30 f tof W ?90 ft of the NVI of the SEA of .. _--- - -f eSE L_ of -30-2_ 1= _EX,the.-�-- f.t- throe., the Z .N 30 ft of the E 30 ft of the V290 ft of ID Sk1j, of the SE- (f the SEI 0 30-21-4 ewm 'CN uK c %k ml to K A Bell Olt Natl BP_ Bldg SPokane Wh) LET PSTIco mom 1-4- :�1'�"�:�y:;z .� f:a �.:a.:- - -�-�r. :r r„« _ .'H�-+`1�[' e.., .� a r• - -•xc1 . :' • "My 2i7-� • - • ::'� 43�}. - �. 3 v No staiBp3 } (NOn tac6i 1787. Lsmd . ti VXUe and Ve rie I- Whits, hw, ` _ - : • Srd JohnsonarOftr; vi°i e S TGbasoo, bar, = 30 tt of the g� �yv �� of the is 33o Pt ar the Y of . .- of Ow 331 of Ec 30, Up 21N,R $ H O A N 3 exaeF t 0 t 4berof - '�9 30 ft of the w 290 ft of ttU_-Si 'of'-t* art aft =,: sea 30, tap 21N,R 4 R_V.M except N 330 ft thereof- $ ft or the �i 2W ft of the ti} N-4fthe 5S� of the 5� of Sea 30a trip 21t�i, R 4 R . W.m R=ept : x It there 3fl t of the w 320 ft of the � Waf- the SSof Y= the-0bof c 30, tnp 21K,R 4 S.K.H except 4 -8 30 ft theof . - >` Reserving to rp and their assi��s- a Wmexclusi.ve asmt for rd and utility purpossa ©verandRcuvoss all Q" abv des PtY • � .:. H 30 fi d the &30 ft of W 290 Pt ofthe SWJ of the SF Of St the S$,o of 3c 30, tnp 2I11, ,R 4 S.W,M but ' re sorvlag to fp and their anaaiZna a nanexoluz ire sett = y .`'t-or rd and ut:LIity purposes Overand aarms ad pty K Fled for Record at Request of Cn Ctrand -4 Quit C.3ainn Deed TBE GIt&M_rtS, Glen D. Faisbanka and Har£an Fairbanks, his wife, icoe 5 Us S. Se wlz, s wife, Harry A. Epochs, Jr., and to cm Vh s i.- xe, One Dollar and other valuable conslderatlous nnvey3 ana quit ckims to Mary Kay Hedges, a widow, the fGsawin dcKnud rani eswe, s•]nated in the ;:ot`7ty 4f Xing State of Wash-mgtom. tgrAcr wO)z ail at= 5aquked Me of f6i gmror'rs) fl=vin: The South 30 feet of the (rest 620 feet of the Northwest t of the Southeast -% of the Southeast JG .if Section 307, Te`"==l ip 21 -north, mange 4 East W.M, ; Situate in the Gmmty, of King, State of Washington. T-dE GRANTQ9Z reserve a non-exclusive eastneny for ingress, egress, and utilities for the benefit of present and future Owners for the benefit o_ the following descrired properry: The Southeast - of the Southeast -Z of Section 30, Townshlp 21 North, Range 4 East W.M. , i EXCEPT the Hest 290 feet of tine Southwest �r. of tote Southeast of the Southeast y of said Section 30; ADM EXCEn the fo►lowl—ng cescribed tract: The Nest 620 feet of the Northwest L of the Southeast Z of the Southeast -1 of said Secti.ota 30, Situate i1 the County of King, State of Washington. flexed thf� $ tk i � Gmmy of - Se On this day peaavvl}y appemma before me nex D. Fairbaaks, F2riaxt Pairbanka, 8aiger E. SoktaD, Harriet S. Schulz, Titxrry {C, M k# � �,, m>aa C�." rA ite-c�ka. n mr R�uxn is be fire tnd n na i d'rerrt n a =v t n n ann inre�nj�R imiovrrmY_ sad ei'pird the Fame a. tkal r frer and AmnL-ry aei and deed. For the =tinned. and uffrci.T —1 thi. 6tk. day of uvns . 1966 Y mp<' cblic rs vml ,vf ; 8. 5:r.:r Al l►nrnurirtorz -.� !i Ihi T i iQl'Q � 9 Z A i �ssa•i 64v �`A a M f �� ❑ p� 7 SIOCENT FOR VA2FZt FACILITZES I. i THIS ACMFo.rvNr by and between Federal Way water and Sewer, a municipal corporation of King County, Washington, hereinafter termed ` "Grantee" and mary Ksv HCd] cs Barr and hereinafter settee ;rantor ' wlTMESSERB z g That Grantor, for and in consideration of one Dollar or other valuable consideration the receipt of which is hereby acknowledged, 4 hereby conveys to the Grantee; , An easement and right-of-way for water facilities and all appur- tenances related thereto, through, over and across the following de- = 4. scribed real propertyz TLe Northerly IS feet of the following descsi'bcd parcels of land situated in Section 30, Township 21 North. Range 4 East, W.M., King County, Washington. t O The South 30 feet of the South 1/2 of the NE 114 of the SW 1/4 of the SE 1/4, i Less County Roads and the South 30 feet of the West 290 feet of the NW 1/4 of c! p the SE U4 of the SE 1/4. As further consideration for the grant of the easement rights herein, Grantee agrees that the parcel of property over which the easement is situate, as described above, together with Parcel No. 302104-9069 (described as the West 290 fact of the MW 1/4 of the SE 1/4 of the SE 1/4, less the South 30 feet of Section 30. Township 21 North, Range 4 East, W.M., King County, Washington), shall be exempt from the payrocut of Frontage Charges (commonly refcr:vd to as charges in -lieu --of asscssmcnO for the proposed water facilities and all appurtenances as noted herein to the Granite for water facilities which directly benefit such properties as are currently being installed_ ! Grantee and its agents, designees or assigns shall have the right, Without prior institution of any suit or proceeding at law and Y ;l without prior notice to Grantor, at such time as Grantee deems neces- sary, to enter upon said property, by foot or vehicle, for the in- stallation, repair, reconstruction or maintanance of water Eaciiities l and: appurtenances without incurring any legal obligation or liability i 6_ - therefore, provided that such shall be accomplished in a manner that W existing private improvements shall not be disturbed or destroyed or op in the event that they are disturbed or destroyed, they will be re- placed or repairrd, as nearly as is practicable, to as good a condl- .�. tion as they were immediately before the property was entered upon by the Grantee, = RECEIVED EXCISE TAX NOT REOURED tarts co w.m.'e`.fawrewn DEC 0 9 M3 FOMF AL WAY WATER A SEWC•34 � e Grantor hereby agrees that no building, wall, fence, rockery, trees or structure of any kind shall be erected or planted, nor shall any fill material be placed within_ the boundaries of said easement area. Ho excavation shall be made within three feet of said water service facilities and the surface level of the ground within the easement area shall be maintained at the elevation as currently existing. In the even_ that this provision is violated, the Grantee shall have the right to require removal of any such structure and same shall be accompl;shed within a reasonable period of time and at Grantor's expertise. Failure of Grantee to so exercise its right to regc:ire removal shall not constltute Waiver of this right. Grantor additionally grants to the Grantee, its agent-., desig- nees or assigns, the use of suci: additional area immediately adjacent to said easement area as shall be reguired for the construction, re- construction, maintenance and operation of said water service fa- cilities. The use of such additional area shall be held to a reason- able minimum and be returned to the condition existing immediately before the property was entered upon by Grantee or its agents. This Agreement and each of the terms, provisions, condliti.ons and covenants hcrein shall be biading upon and apply to the benefit of the parties hereto and their respective successors and assigns. DATED th i s �Sr7 day of ,L #' /_f� � , 39 9_. Qj By �p By O d' STATE OF §1P.WIIiGT0W 3 ss. County of Ring ) I cer^if hat -,)know or have satisfactory evidence that 4J and signed this —voluntary :nst i enC a sr a ge it to be their ree an act for the qx6es aLrrdpurpCQ5 s mentioned in the instrument. DATEDc �9YARt7p _ • w �Totar b1iC - T t e My appointment expires �r A . f � i .r r • ' Earth Solutions '�' f a•�. NWLLC `J + .:. RECEIVED1' .►�' - '. �' DEB, 2 ?2D1 w OF FEDERAL -WAY V CDS GEOTECHNICAL ENGINEERING STUDY PROPOSED RESIDENTIAL PLAT 320 SOUTHWEST 366TH STREET FEDERAL WAY, WASHINGTON ES-3212 11] - 13Gth Pip N.E..'Su1ite 201 Bellevue-. A 9� .-_ � �� •,j x� .ter �,' • PREPARED FOR Montevista Partners, LLC c/o Encompass Engineering February 14, 2014 co legs , L.G. Project Man Ft. CA � 'P 21��IiH Kyle R. Campbell, P.E. Principal GEOTECHNICAL ENGINEERING STUDY PROPOSED RESIDENTIAL PLAT 320 SOUTHWEST 366T" STREET FEDERAL WAY, WASHINGTON ES-3212 Earth Solutions NW, LLC 1806 —136th Place Northeast, Suite 201 Bellevue, Washington 98005 Ph:426-449-4704 Fax:425-449-4711 Toll Free: 866-336-8710 r— Geolechnical Engineering Report � Geotechnical Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical engineering study conducted for a civil engi- neer may not fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared solelyfor the client. No one except you should rely on your geotechnical engineering report without first conferring with the geotechnical engineer who prepared it. And no one —not even you —should apply the report for any purpose or project except the one originally contemplated. Read the Full Report Serious problems have occurred because those relying on a geotechnical engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. A Geotechnical Engineering Report Is Rased on A Unique Set of Project -Specific Factors Geotechnical engineers consider a number of unique, project -specific fac- tors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates oth- erwise, do not rely on a geotechnical engineering report that was: • not prepared for you, • not prepared for your project, • not prepared for the specific site explored, or ■ completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect: • the function of the proposed structure, as when it's changed from a parking garage to an office building, or from a light industrial plant to a refrigerated warehouse, elevation, configuration, location, orientation, or weight of the proposed structure, • composition of the design team, or project ownership. As a general rule, always inform your geotechnical engineer of project changes —even minor ones —and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liabili[ v for problems that occur because their reports do notconslder derelopmcnts of which they were not informed. Subsurface Conditions Can Change A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not rely on a geotechnical engineer- ing reportwhose adequacy may have been affected by: the passage of time; by man-made events, such as construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or groundwater fluctua- tions, Always contact the geotechnical engineer before applying the report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most ;geatechnical Findings Are Professional Opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engi- neers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ —sometimes significantly — from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report's Recommendations Are Not final Do not overrely on the construction recommendations included in your report. Those recommendations are not final, because geotechnical engi- neers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report's recommendations if that engineer does not perform cnnstrUctforf observation. 1 A Geoteehnical Engineering Report is Subject to Misinterpretation Other design team members' misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk by having your geo- technical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review perti- nent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing construction observation. Do Not Redraw fire 6ltgineer's Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering report should neverbe redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, butrecognrze that separating logs from the report can elevate risk. Give Contractors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give con- tractors the complete geotechnical engineering report, butpreface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure contrac- tors have sufficient time to perform additional study. Only then might you be in a position to give contactors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Read ResponsibTlty Provisions Closely Some clients, design professionals, and contractors do not recognize that geotechnical engineering is far less exact than other engineering disci- plines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled "limitations" many of these provisions indicate where geotechnical engineers' responsi- bilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenviponmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform a geoenviron- mental study differ significantly from those used to perform a geotectrnical study. For that reason, a geotechnical engineering report does not usually relate any geoenvironmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project Failures. if you have not yet obtained your own geoen- vironmental information, ask your geotechnical consultant for risk man- agement guidance. Do not rely on an environmental report prepared for someone else. Obtains Professional Assistance To Deal with Mold Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a com- prehensive plan, and executed with diligent oversight by a professional mold prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold infestations, a num- ber of mold prevention strategies focus on keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical engineering study whose findings are conveyed irr-this report, the geotechnical engineer in charge of this project is not a mold prevention consultant; crone of the services per- formed in connection wllh the geotechnical engineers study were designed or conducted for the purpose of mold prevel+r- Han. Proper implementation of the recommendations conveyed In this report Will not of itself he sufficient to prevent mold from growing in or on the structure involued. Rely, on Yolmr AsirMember Geotechncial Engineer top Additional Assistance Membership in ASFE/The Best People on Earth exposes geotechnical engineers to a wide array of risk management techniques that can be of genuine benefit for everyone involved with a construction project. Confer with you ASFE-member geotechnical engineer for more information. AS=Eole 8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone:301/565-2733 Facsimile:301/589-2017 e-mail: info@asfe.org www.asfe.org Cogydght 2004 by ASFE inc. Doplicatfo , reproductfon or copying of rhls document, in whale aria part by any means whatsomvar Is stiictfy prohibited except with ASFE Specif o written permission. Excerpting, quoting, or otherwise exhacting wording irom Ihls document is pem id6d only with rho express wrftfen permrssfon of ASFE and only for WPM ofscholarly research or hook fevlew Only members ofASPE may use this document as a complement to at as an element of a geolechnkal engineering report. Any other r1rM. individual, or othersnflty that so bses this document without being an ASFE member could be commining negl+gent orint@ndorW IfraudulentJ misrepresenfalfon. IIGER06045.0M February 14, 2014 ES-3212 Montevista Partners, LLC c/o Encompass Engineering 165 Northeast Juniper Street, Suite 201 Issaquah, Washington 98027 Attention: Mr. Ray Miller Dear Mr. Miller: Earth s Solutions NWLLC Earth Solutions NW LLC • Geotechnical Engineering • Construction Monitoring • Environmental Sciences Earth Solutions NW, LLC (ESNW) is pleased to present this report titled "Geotechnical Engineering Study, Montevista Residential Plat, 320 Southwest 366th Street, Federal Way, Washington". Based on the results of our study, in our opinion, the proposed residential development is feasible from a geotechnical standpoint. In general, the subject property is underlain by isolated areas of fill and medium dense to dense native glacial deposits. The fill should be considered unsuitable for direct foundation support and should be removed under new foundation areas. Geotechnical recommendations related to the proposed site development are provided in this geotechnical engineering study. If you have any questions regarding the content of this study, please call. Sincerely, EARTH SOLUTIONS NW, LLC tt S. � eel, L g roject Manager 1805 - 136th Place N.E., Suite 201 1 Bellevue, WA 98005 • (425) 449-4704 • FAX (425) 449-4711 Table of Contents ES-3212 PAGE INTRODUCTION................................................................... General................................................... Proqect Description ........................................................... 1 Surface.............. - .......................................................... 2 Subsurface...................................... ................................ 2 Groundwater........ - . ......................................................... 2 GeologicSetting .............................................................. 3 Geologically Hazardous Areas ...................... I ......... ...................... 3 DISCUSSION AND RECOMMENDATIONS ....................................... 3 General................................. 3 Site Preparation and Earthwork ........................................... 4 Erosion Control ........................................................ 4 In -situ Soils ...................................... ...................... 4 Structural Fill Placement ........................................... 5 Excavations and Slopes .................................................. 5 Foundations.... 5 Seismic Considerations ......................... ............................... 6 Slab -on -Grade Floors. ................... .................................. 6 RetainingWalls ............................... -- .............................. 7 UtilitV Support and Trench Backfill ...................................... 7 PavementSections............................................................. 8 Drainage........................................................................... Infiltration............................................................... 8 9 LIMITATIONS 9 Additional Services ................................ 9 Earth Solutions NW, LLC Table of Contents Cont'd ES-3212 GRAPHICS Plate 1 Vicinity Map Plate 2 Test Pit Location Plan Plate 3 Retaining Wall Drainage Detail Plate 4 Footing Drain Detail APPENDICES Appendix A Subsurface Exploration Test Pit Logs Appendix B Laboratory Test Results Sieve Analysis Results Earth Solutions NW, LLC GEOTECHNICAL ENGINEERING STUDY MONTEVISTA RESIDENTIAL PLAT 320 SOUTHWEST 366T" STREET FEDERAL WAY, WASHINGTON ES-3212 INTRODUCTION General This geotechnical engineering study was prepared for the property located in the northwestern corner of the intersection between 3"d Avenue Southwest and Southwest 366th Street in Federal Way, Washington. The purpose of this study was to develop geotechnical recommendations for the proposed site development. Our scope of services for completing this geotechnical engineering study included the following: R Subsurface exploration and sampling, and laboratory testing of soil samples; a Engineering analysis, and; • Preparation of this report. The following documents and/or resources were reviewed as part of this report preparation: i Conceptual Site Plan provided by Encompass Engineering; ■ Federal Way Municipal Code Section V Chapter 19.160 — Geologically Hazardous Areas; s Geologic Map of King County, Booth 2006, and; • King County USDA Soil Conservation Survey. Project Description Based on review of the referenced project plan, the existing property will be subdivided to create eight residential lots, an access roadway and stormwater tract. New franchise utilities will be included in the site development plans. The proposed buildings will likely consist of relatively lightly -loaded wood -framing supported on conventional foundations. Based on our experience with similar developments, we anticipate wall loads on the order of 1 to 2 kips per lineal foot and slab -on -grade loading of 150 pounds per square foot (psf). Montevista Partners, LLC c/o Encompass Engineering February 14, 2014 ES-3212 Page 2 Based on the existing topography grading will likely include a combination of cuts and engineered fills up to about eight feet. If the above design assumptions are incorrect or change, ESNW should be contacted to review the recommendations in this report, and provide supplemental recommendations, if necessary. Surface The subject site is located in the northwestern corner of the intersection between 3rd Avenue Southwest and Southwest 366th Street in Federal Way, Washington and consists of a single, parcel (King County APN 3304700198) approximately four acres in size. The approximate location of the subject property is illustrated on the Vicinity Map (Plate 1). The site is currently occupied by a vacant single-family residence and several outbuildings which will be removed as part of the project. Vegetation consists of brush and a forest of deciduous and evergreen trees_ The property is bordered to the north and west by existing developments, to the south by Southwest 366th Street and to the east by 3`d Avenue Southwest. The approximate limits of the property and the currently proposed layout are illustrated on the Test Pit Location Plan (Plate 2). Topography descends to the east and north with variable gradients. Subsurface A representative of ESNW observed, logged and sampled eight test pits excavated within the accessible areas of the site for purposes of assessing soil conditions and characterizing and classifying the site soils. The approximate locations of the test pits are illustrated on the Test Pit Location Plan (Plate 2). Please refer to the test pit logs provided in appendix A for a more detailed description of the subsurface conditions. Topsoil was encountered at all test pit locations and ranged in depths from about six to ten inches. Topsoil should not be used for structural fill, nor should it be mixed with material to be placed as structural fill. Topsoil can be used in landscape areas or other non-structural areas. Fill was not encountered at the test pit locations; however, we would expect minor areas of fill to be present surrounding the main structure and outbuildings. Underlying the topsoil, native soil consisted predominantly of medium dense to dense silty sand (Unified Soil Classification SM) silty gravel (GM) and an area of sandy silt (ML) glacially consolidated deposits, Groundwater Groundwater seepage was not observed at the time of our fieldwork (February 3, 2014). Groundwater seepage rates and elevations fluctuate depending on many factors, including precipitation duration and intensity, the time of year, and soil conditions. In general, groundwater seepage flow rates are higher during the wetter, winter months. Therefore, groundwater seepage should be expected in site excavations, particularly in the winter and spring months. Earth Solutions NW, LLC Montevista Partners, LLC c/o Encompass Engineering February 14, 2014 Geologic Setting ES-3212 Page 3 Based on review of the 2006 Geologic Map for King County, Washington, the site is located near the margins of recessional outwash and glacial till deposits. The glacial till deposits begin just east of the subject site. Review of the NRCS Soil Conservation Service (SCS) map resource indicates the near -surface soils consist of the Alderwood series (AgS, C and D) gravelly sandy loam. This soil type is characterized by a parent material of Alderwood glacial till soil deposits which formed on terraces. Alderwood soils are assigned to the Hydrologic Soil Group C. We interpret the native soils encountered at the site to represent glacial till deposits. This interpretation is in general agreement with the SCS soil designation. Geologically Hazardous Areas We reviewed Division V — Chapter 19.160 Geologically Hazardous Areas of the Federal Way Municipal Code. Based on review of King County iMAP Sensitive Areas maps, erosion hazard areas are mapped on the eastern half of the site. The slopes along the eastern approximately one-half of the site are inclined at about 15 to 20 percent. During the fieldwork, the site was evaluated for signs of instability or excessive, chronic erosion. The slopes are covered with forested areas and no signs of instability were observed during the fieldwork completed by ESNW. On this basis, in our opinion, standard best management practices (BMPs) should be used for design and construction for this project. ESNW should review the erosion and sediment control plans to confirm adequate measures are in place to protect neighboring properties. DISCUSSION AND RECOMMENDATIONS General Based on the results of our study, the proposed residential development is feasible from a geotechnical standpoint. The primary geotechnical considerations associated with the Proposed development include foundation support, suitability of the on -site soils for use as structural fill, and preparation of subgrade areas. The soils encountered at the test pit locations generally have a high sensitivity to moisture based on the fines contents ranging from about 17 to 30 percent. It may be possible to use excavated site soils as structural fill elsewhere depending on the conditions at the time of placement. The ultimate suitability of using the on -site soils as structural fill should be evaluated by ESNW during construction. The owner should be prepared to export unsuitable soil generated from site grading. Earth Solutions NW, LLC Montevista Partners, LLC c/o Encompass Engineering February 14, 2014 ES-3212 Page 4 The proposed structures can be supported on competent native soil, or new structural fill. Existing fill should be evaluated by ENSW representatives during construction and may need to be removed from new foundation areas. If site grades will be raised, the fill should be removed from these areas prior to filling operations. This geotechnical engineering study has been prepared for the exclusive use of Montevista Partners, LLC and their representatives. No warranty, expressed or implied, is made. This study has been prepared in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. Site Preparation and Earthwork Site preparation will likely include installing temporary erosion control measures and establishing construction entrances. Erosion Control Temporary erosion control measures should include, at a minimum, silt fencing placed along the downslope perimeter of the construction envelope, and a construction entrance consisting of at least 12 inches of quarry spalls to minimize off -site soil tracking and to provide a firm surface. Surface water should not be allowed to flow over or collect above temporary or permanent slopes. Interceptor drains or swales should be considered for controlling surface water flow patterns. ESNW should observe the erosion control measures, and provide supplemental recommendations for minimizing erosion during construction. In -situ Soils The soils encountered at the test pit locations generally have a high sensitivity to moisture based on the fines content. It may be possible to use excavated soils as structural fill elsewhere depending on the conditions at the time of placement. The suitability of using the on -site soils as structural fill should be evaluated by ESNW during construction. The owner should be prepared to export unsuitable soil generated from site grading. Compaction of site soils to the levels necessary for use as structural fill will be difficult or impossible during wet weather conditions. If the moisture content of the soil is near the optimum level, the soil can be used as structural fill. However, the stability of the compacted soil will degrade if exposed to wet weather and/or construction traffic. Soils encountered during site excavations that are excessively over the optimum moisture content will require moisture conditioning prior to placement and compaction as structural fill. Conversely, if the native soils are found to be moist or dry at the time of placement, moisture conditioning through the application of water may be necessary prior to compacting the soil. Earth Solutions Nw, LLC Montevista Partners, LLC c/o Encompass Engineering February 14, 2014 ES-3212 Page 5 Imported soil intended for use as structural fill should consist of a well graded granular soil with a maximum aggregate grain size of four inches, and a moisture content that is at or near the optimum level. During wet weather conditions, imported soil intended for use as structural fill should consist of a well graded granular soil with a fines content of 5 percent or less defined as the percent passing the #200 sieve, based on the minus three-quarter inch fraction. Structural Fill Placement Structural fill is defined as compacted soil which is devoid of organic material and deleterious debris, placed in foundation, slab -on -grade, and roadway areas. Fills placed to construct permanent slopes and throughout retaining wall, and utility trench backfill areas are also considered structural fill. Soils placed in structural areas should be placed in loose lifts of 12 inches or less and compacted to a relative compaction of 90 percent, based on the maximum dry density as determined by the Modified Proctor Method (ASTM D-1557-02). In pavement areas, the upper 12 inches of the structural fill should be compacted to a relative compaction of at least 95 percent. The subgrade in pavement and slab areas must also be in a stable condition. In order to provide a stable subgrade, it may be necessary to compact more than the upper 12 inches to 95 percent. Excavations and Slopes The Federal and state Occupation Safety and Health Administration (OSHANVISHA) classifies soils in terms of minimum safe slope inclinations. Based on the soil conditions encountered during our fieldwork, fill soils (where exposed), weathered native soils and where groundwater is exposed would be classified by OSHANVISHA as Type C. Temporary slopes over four feet in height in Types C soils should be sloped no steeper than 1.5H:1 V (Horizontal:Vertical). The dense, undisturbed native deposits where no groundwater is exposed would be classified by OSHA/WISHA as Type A. Temporary slopes over four feet in height in Type A soils should be sloped no steeper than 0.75H:1 V (Horizontal:Vertical). ESNW should observe temporary and permanent slopes to verify that the inclination is appropriate for the conditions exposed, and to provide additional grading recommendations, as necessary. If temporary slopes cannot be constructed in accordance with OSHANVISHA guidelines, temporary shoring may be necessary. Permanent slopes should maintain a gradient of 2H:1V, or flatter, and should be planted with vegetation to enhance stability and to minimize erosion. Foundations Based on the results of our study, the proposed structures can be supported on conventional spread and continuous footings bearing on competent native soil or new structural fill. Loose soil can be compacted in place, provided the soil moisture content is near the optimum and the soil can be compacted to 90 percent of modified proctor (ASTM D-1557-02). Existing fill should be removed from new foundation areas. If site grades will be raised, the fill should be removed from these areas prior to filling operations. Earth Solutions NW, LLC Montevista Partners, LLC c/o Encompass Engineering February 14, 2014 ES-3212 Page 6 Provided the foundations are supported as described above, the following parameters can be used for design: Allowable soil bearing capacity 2,500 psf ■ Passive earth pressure 300 pcf Coefficient of friction 0.40 The passive earth pressure value provided above is based on the foundations being backfiiled with structural fill. A factor -of -safety of 1.5 has been applied to the passive earth pressure and friction values. For short term wind and seismic loading, a one-third increase in the allowable soil bearing capacity can be assumed. With structural loading as expected, total settlement in the range of one inch is anticipated, with differential settlement of approximately one-half inch. The majority of the settlements should occur during construction, as dead loads are applied. The foundation excavations should be observed by a representative of ESNW to confirm adequate bearing conditions exist at the foundation subgrade elevation. Seismic Considerations The 2012 IBC recognizes ASCE for seismic site class definitions. If the project will be permitted under the 2012 IBC, in accordance with Table 20.3-1 of ASCE, Minimum Design Loads for Buildings and Other Structures, Site Class C, should be used for design. In our opinion, liquefaction susceptibility at this site is negligible. The relative density of the site soils and the absence of a uniform, shallow groundwater table is the primary basis for this designation. Slab -On -Grade Floors Slab -on -grade areas should be supported on competent native soil, existing competent fill or new structural fill. Unstable or yielding areas of the subgrade should be recompacted or overexcavated and replaced with structural fill prior to construction of the stab. A capillary break consisting of a minimum of four inches of free draining crushed rock or gravel should be placed below the slab, The free draining material should have a fines content of 5 percent or less (percent passing the #200 sieve, based on the minus three-quarter inch fraction), In areas where slab moisture is undesirable, installation of a vapor barrier below the slab should be considered. If a vapor barrier is to be utilized, it should be a material specifically designed for use as vapor barrier and should be installed in accordance with the manufacturer's specifications. Earth Solutions NW, LLC Montevista Partners, LLC c/o Encompass Engineering February 14, 2014 Retaining Walls ES-3212 Page 7 Retaining walls must be designed to resist earth pressures and applicable surcharge loads. The following parameters can be used for retaining wall design: Active earth pressure (yielding condition) • At -rest earth pressure (restrained condition) ■ Traffic surcharge for passenger vehicles (where applicable) • Passive earth pressure ■ Coefficient of friction Seismic surcharge (yielding condition) *where H equals retained height 35 pcf (equivalent fluid) 55 pcf 70 psf (rectangular distribution) 300 pcf (equivalent fluid) 0.4 6H* (yielding condition) 11 H*( restrained condition) Additional surcharge loading from adjacent foundations, sloped backfill, or other loads should be included in the retaining wall design. Drainage should be provided behind retaining walls such that hydrostatic pressures do not develop. If drainage is not provided, hydrostatic pressures should be included in the wall design. Retaining walls should be backfilled with free draining material that extends along the height of the wall, and a distance of at least 18 inches behind the wall. The upper one foot of the wall backfill can consist of a less permeable soil, if desired. A perforated drain pipe should be placed along the base of the wall, and connected to an approved discharge location. A typical retaining wail drainage detail is provided on Plate 3. Utility Support and Trench Backfill In our opinion, the soils observed at the test sites are generally suitable for support of utilities. Loose, organic, or otherwise unsuitable soils encountered in the trench excavations should not be used for supporting utilities. The on -site soils observed at the test sites may be suitable for use as structural backfill in the utility trench excavations, provided the soil is at or near the optimum moisture content at the time of placement and compaction. Moisture conditioning of the soils may be necessary at some locations prior to use as structural fill. Utility trench backfill should be placed and compacted to the specifications of structural fill provided in this report, or to the applicable specifications of the City of Federal Way. Earth Solutions NK LLC Montevista Partners, LLC c/o Encompass Engineering February 14, 2014 Pavement Sections ES-3212 Page 8 Pavement recommendations in this section are for preliminary design considerations. ESNW should prepare pavement recommendations after reviewing traffic count data for this project. The performance of site pavements is largely related to the condition of the underlying subgrade. To ensure adequate pavement performance, the subgrade should be in a firm and unyielding condition when subjected to proofrolling with a loaded dump truck. Structural fill in pavement areas should be compacted to the specifications detailed in the "Site Preparation and Earthwork" section of this report. It is possible that soft, wet, or otherwise unsuitable subgrade areas may still exist after base grading activities. Areas containing unsuitable or yielding subgrade conditions will require remedial measures such as cement treatment, overexcavation and thicker crushed rock or structural fill sections prior to pavement. For relatively lightly loaded pavements subjected to automobiles, the following pavement sections can be considered: Two inches of hot mix asphalt (HMA) placed over four inches of crushed rock base (CRB), or; ■ Two inches of HMA placed over three inches of asphalt treated base (ATB). Heavier traffic areas subjected to occasional truck traffic generally require thicker pavement sections depending on site usage, pavement life expectancy, and site traffic. For preliminary design purposes, the following pavement sections can be considered for these areas. ID Three inches of HMA placed over six inches of CRB, or; Three inches of AC placed over four and one-half inches of ATB. The HMA, ATB and CRB materials should conform to WSDOT specifications. Federal Way Road Standards may supersede the recommendations provided in this report. Drainage Groundwater seepage was not observed during the fieldwork (February 3, 2014). However, minor perched groundwater seepage should be expected, particularly in the winter, spring and early summer months. Temporary measures to control groundwater seepage and surface water runoff during construction will likely involve interceptor trenches, sedimentation ponds, and sumps areas, as necessary. In our opinion, perimeter drains should be installed at or below the bottom of the building footings. Surface grades should slope away from structures at a gradient of at least two percent for a distance of at least ten feet. Earth Solutions NW, LLC Montevista Partners, LLC c/o Encompass Engineering February 14, 2014 Infiltration ES-3212 Page 9 Infiltration of runoff generated from impervious surfaces is being investigated as part of this project. Specific design and location(s) were not available as this is a conceptual component of the project at this time. The intent was to evaluate the feasibility of site soils to infiltrate runoff and characterize the site hydraulic conductivity from an overall perspective. On this basis, representative native soil samples were tested using the USDA textural analysis. Based on the results of the laboratory analyses, the native soils on this site consist of very to extremely gravelly Sandy Loam and Loam, with fines contents ranging from about 17 to 30 percent, respectively. A sandy layer was encountered at a depth of about 11 feet in test pit location TP- 3. This material may be somewhat better suited for infiltration and if further testing will be pursued for infiltration, we recommend this area be included. These soil types are generally not well -suited for infiltration since the rates would be on the order of 0.5 inches/hour and maybe less in the loam soils. A chamber system for retention/storage may be a viable option, where even low infiltration is used and treated stormwater which is not infiltrated can be released into existing systems. ESNW should review the proposed stormwater management system to confirm soil conditions which were used for design and to provide additional recommendations. LIMITATIONS The recommendations and conclusions provided in this geotechnical engineering study are professional opinions consistent with the level of care and skill that is typical of other members in the profession currently practicing under similar conditions in this area. A warranty is not expressed or implied. Variations in the soil and groundwater conditions observed at the test sites may exist, and may not become evident until construction. ESNW should reevaluate the conclusions in this geotechnical engineering study if variations are encountered. Additional Services ESNW should review the final design with respect to the geotechnical recommendations provided in this report. ESNW should also be retained to provide testing and consultation services during construction. Earth Solutions NW, LLC ■ � R ln7 vir i'r =� � arr ' � yrT71At�" sr �sl�irl7•--r;'Y ► � ,!' ti ��4� �i � ^ ,-'��'�+'tl�G�t for 20M ft-M V Ir 3 = r• ; j °r10 ta 356TH 51 a - 6de Wa _7 ? 'Zo '�( - -;� v %W-� Y .31 a r. lit' = iAc, �:a..^ � r • 1 . +cam wr ►� . •- _� .� eic I y PVIRD y G 98422 •��,� 7 9' rrY r r Fi A It TS • 1 9 AM Tt6;.. .� r, tr -y �7 _ x L/�J�ti 91 r G. J F y� Z s�►YM.: � n� • I'71 � � x _ .. �' kid-rF� - - - " ... _ . it _ .y71 � •, : rL �t t t+,« � � wig 6 F if e.' NORTH Reference: King County, Washington Map 774 By The Thomas Guide Vicinity Map Rand McNally Montevista Plat 32nd Edition if Federal Way, Washington NOTE: This plate may contain areas of color. ESNW cannot be Drwn. GLS Date 02/07/2014 Proj. No. 3212 responsible for any subsequent misinterpretation of the information Checked SSR Date Feb. 2014 Plate 1 resulting from black & white reproductions of this plate. gyp no Sic 300 290 2so k f 1 ,TP�3 + '� r NORTH =.��.. 1 I. roM ter r 1 -29c k 74 Not - To - Scale Lit -300 Fr l+ Shed +1 LEGEND I shed ,1 ExiOng Housa c' ti j i ti I --Wo 1 , ► y , , 'r c TP-1—■—Approximate Location of ESNW Test Pit, Proj. No. ES-3212, Feb. 2014 Subject Site i 1 II JTP4 3 TP-7 I ► ,. 1 1 I I r +►, I, 1 1...� 1 I!'Wr 1 1@j i 1� 3 _ TP 1 + ir I r 1 ► r rr I IV/� I I+rf rf � fII`�-330 S.W. 366TH STREET NOTE: The graphics shown on this plate are not intended for design purposes or precise scale measurements, but only to illustrate the approximate test locations relative to the approximate locations of existing and / or proposed site features. The information illustrated is largely based on data provided by the client at the time of our study. I-SNW cannot be responsible for subsequent design changes or interpretalion of the data by others - NOTE: This plate may contain areas of color. ESNW cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Proposed Lot Number Existing Building 1 1 r Test Pit Location Plan Montevista Plat Federal Way, Washington Drvvn. GLS Date 02/07/2014 Proj. No. 3212 Checked SSR Date Feb.2014 Plate 2 18" Min. 0 0 ❑ o 0 0 o va P 0 a OO ❑oQo0Pog0o o 04) Oe Oo ❑ 000 0 ❑ 0 'bo O O P q O 0 0 000 PO o 0 0 ❑ 0 ° o 00000 �q P 0 0 0❑0 O o o� PV o 00 q O o O o 0 0 O o 0 0❑ o 0 0 00 0 o O ❑0 Oo 0 0 o O❑ 0e oo00❑ 00 o00 o O❑ Oo 0 ❑ 00 00 OO 0 O O ❑ O .0 00 00 O .0 q O� o O 00 O O °g ❑ P S O O 00 O O -o-0 ❑ 0 ❑ q0 0 v OO 00 O 0 0 0 O ❑ O O (y /� ❑❑ q `w O 0❑00 00o Q ❑ 0 .0. 0 0 0❑ 0 0 0❑ o 0 0 0 q 0 00 0 o 0 -0o PO 9 0 0 O000 0 -0 O' P ❑ 0 v 0 NOTES: Free Draining Backfill should consist of soil having less than 5 percent fines. Percent passing #4 should be 25 to 75 percent. w Sheet Drain may be feasible in lieu of Free Draining Backfill, per ESNW recommendations. o Drain Pipe should consist of perforated, rigid PVC Pipe surrounded with 1" Drain Rock. LEGEND: po0 O 0 00 0o Free Draining Structural Backfill S• :•S• . ti L tirti .r.r. 1 inch Drain Rock Structural Fill \ Perforated Drain Pipe (Surround In Drain Rock) SCHEMATIC ONLY - NOT TO SCALE NOTA CONSTRUCTION DRAWING RETAINING WALL DRAINAGE DETAIL Montevista Plat Federal Way, Washington Drwn. GLS Date 02/14/2014 Proj. No. 3212 Checked SSR I Date Feb.2014 Plate 3 Perforated Rigid Drain Pipe (Surround with 1" Rock) NOTES: o Do NOT tie roof downspouts to Footing Drain. $ Surface Seal to consist of 12" of less permeable, suitable soil. Slope away from building. LEGEND: Surface Seal; native soil or other low permeability material. tirtL�ti ftir`d4f3r 1"Drain Rock SCHEMATIC ONLY - NOT TO SCALE NOTA CONSTRUCTION DRAWING Earth Solutions NW �Lc FOOTING DRAIN DETAIL Montevista Plat Federal Way, Washington Drwn. GLS Date 02/14/2014 Proj. No. 3212 Checked SSR Date Feb.2014 Plate 4 Appendix A Subsurface Exploration ES-3212 The subsurface conditions at the site were explored by excavating eight test pits at the approximate locations illustrated on Plate 2. The test pit logs are provided in this Appendix. The subsurface exploration was completed on February 3, 2014. The final logs represent the interpretations of the field logs and the results of laboratory analyses. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. Earth Solutions NW, LLC Earth Solutions NWLLC SOIL CLASSIFICATION CHART SYMBOLS I TYPICAL MAJOR DIVISIONS GRAPH LETTER DESCRIPTIONS CLEAN ' i �1 GW WELL -GRADED GRAVELS, GRAVEL - GRAVEL GRAVELS �: �� FSAND NESMIXTURES,LITTLEORNO AND GRAVELLY pas SOILS (LITTLE OR NO FINES) o p� p IMP POORLY -GRADED GRAVELS, GRAVEL -SAND MIXTURES, LITTLE OpQ OR NO FINES COARSE GRAINED SOILS MORE THAN 50% OF MATERIAL IS LARGERTHAN NO.200 SIEVE SIZE FINE GRAINED SOILS MORE THAN 50% OF MATERIAL IS SMALLER THAN NO. 200 SIEVE SIZE GRAVELS WITH ° ❑ ° a SILTY GRAVELS, GRAVEL - SAND - MORE THAN 50% FINES �O n 0 GM SILT MIXTURES OF COARSE FRACTION RETAINED ON NO. 4 SIEVE (APPRECIABLE G`+ CLAYEY GRAVELS, GRAVEL - SAND - AMOUNT OF FINES) CLAY MIXTURES SAND AND SANDY SOILS CLEAN SANDS (LITTLE OR NO FINES) SW SP SANDS, LITTLE OR NO SANDS,DED NREASVELLY POORLY -GRADED SANDS, GRAVELLY SAND, LITTLE OR NO FINES SANDS WITH ; SM SILTY SANDS, SAND - SILT MORE THAN 50% FINES :,- MIXTURES OF COARSE FRACTION PASSING ON NO. 4 SIEVE (APPRECIABLE SG. CLAYEY SANDS, SAND -CLAY AMOUNT OF FINES) MIXTURES INORGANIC SILTS AND VERY FINE ML SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY SILTS INORGANIC CLAYS OF LOW TO AND LIQUID LIMIT CL MEDIUM PLASTICITY, GRAVELLY LESS THAN 50 CLAYS, SANDY CLAYS, SILTY CLAYS CLAYS, LEAN CLAYS OL ORGANIC SILTS AND ORGANIC — SILTY CLAYS OF LOW PLASTICITY BillINORGANIC SILTS, MICACEOUS OR MH DIATOMACEOUS FINE SAND OR SILTY SOILS OIL 10 CLAYS LIQUID LIMIT INORGANIC CLAYS OF HIGH AND GREATER THAN50 F/FF///JJJ//`J//f/ CH PLASTICITY OH ! ORGANIC CLAYS OF MEDIUM TO i HIGH PLASTICITY, ORGANIC SILTS PEAT, HUMUS, SWAMP HIGHLY ORGANIC SOILS t11 11 ,1101 PT H GH ORGANIC ONTEN SILS WITH DUAL SYMBOLS are used to indicate borderline soil classifications. The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs_ tarin >ojuuonS NW 1805 -136th Place N.E., Suite 201 lag, M Bellevue, Washington 98005 NATelephone: 425-449-4704 9-4711 CLIENT Montevista PROJECT NUMBER 3212 DATE STARTED 2/3/14 COMPLETED 213/14 EXCAVATION CONTRACTOR ..NW Excavating EXCAVATION METHOD _ LOGGED BY SSR CHECKED BY SSR NOTES Depth of Topsoil & Sod 8": forest duff TEST PIT NUMBER TP-1 PAGE 1 OF 1 PROJECT NAME Montevista Plat PROJECT LOCATION Federal Way Washington GROUND ELEVATION 338 ft TEST PIT SIZE GROUND WATER LEVELS: AT TIME OF EXCAVATION AT END OF EXCAVATION — AFTER EXCAVATION -- w W$ W a � TESTS p MATERIAL DESCRIPTION j Brown silty SAND, loose, SM Gray silty SAND with gravel, medium dense, moist MC = 6.60% -becomes dense SM 5 -scattered gravel MC = 6.30% B Test pit terminated at 6.0 feet below existing grade. No groundwater encountered during excavation. Bottom of test pit at 6.0 feet. V a x m Earth Solutions NW TEST PIT NUMBER TP-2 1805 -136th Place N.E., Suite 201 Bellevue, Washington 98005 PAGE 1 OF 1 Telephone: 425.449-4704 Fax: 425-449-471 F CLIENT Montevista PROJECT NAME Montevista Plat PROJECT NUMBER 3212 PROJECT LOCATION Federal Way, Washington DATE STARTED 2/3/14 COMPLETED 2/3/14 GROUND ELEVATION 314 ft Y TEST PIT SIZE EXCAVATION CONTRACTOR NW Excavating_ _ _ GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION — LOGGED BY SSR CHECKED BY SSR AT END OF EXCAVATION — NOTES Depth ofTopsoil _& Sod 6": forest duff _ — — AFTER EXCAVATION — a Q 0 w ♦- Lu inTESTS aZ _ 0_O J MATERIAL DESCRIPTION Brown silty SAND withy gravel, loose, moist SM - MC = 15.40% ;3.0 medium dense _ _-becomes Gray silty GRAVEL with sand, dense, moist 3 -scattered cobbles MC = 10.90% GM C 5 ] -becomes medium dense MC = 7.80% o s,a [USDA Classification: very gravelly, sandy LOAM] Fines = 27.20% 348 p Test pit terminated at 6.0 feet below existing grade. No groundwater encountered during excavation_ Bottom of test pit at 6.0 feet. 5 m Earth Solutions NW TEST PIT NUMBER TP-3 1805 -136th Place N.E., Suite 201 PAGE 1 OF 1 Bellevue, Washington 98005 Telephone: 425-449-4704 Fax: 425449-4711 CLIENT Montevista PROJECT NAME Montevista Plat PROJECT NUMBER 3212 PROJECT LOCATION Federal Way. Wasrungron DATE STARTED 2/3/14 COMPLETED 2/3/14 GROUND ELEVATION 290 ft TEST PIT SIZE EXCAVATION CONTRACTOR _NW Excavating GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION — LOGGED BY SSR CHECKED BY SSR AT END OF EXCAVATION — NOTES Depth of Topsoil & Sod_10": brambles and duff AFTER EXCAVATION — w EL U = l}- W wLU TESTS O MATERIAL DESCRIPTION 2Z D U 5 V W MC = 14.20% SM MC = 31.60% SM MC = 8.60% Brown silty SAND, loose, moist -zone of gravel in matrix -becomes medium dense -becomes dense Grayish brown silty SAND with gravel, dense, moist -scattered cobbles tt.o _ _ r_ss_pl Brown poorly graded SAND with silt, dense, moist MC = 7.30% 12.0 [USDA Classification: coarse SAND] Fines = 6.30% Test pit terminated at f 2.0 feet below existing grade. No groundwater encountered during excavation. Bottom of test pit at 12.0 feet_ Solutions NW TEST PIT NUMBER TP-4 1805 - 136th Place N.E., Suite 201 PAGE 1 OF 1 43Earth - Bellevue, Washington 98005 Telephone: 425-449-4704 Fax: 425-449-4711 CLIENT Montevista PROJECT NAME Montevista Plat _. PROJECT NUMBER 3212 PROJECT LOCATION Federal Way. Washington, DATE STARTED 2/3/14 COMPLETED 2/3/14 GROUND ELEVATION 306 ft TEST PIT SIZE EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION LOGGED BY SSR CHECKED BY SSR AT END OF EXCAVATION — NOTES Depth of Topsoil & Sod 8":forest duff AFTER EXCAVATION -- w Lu o v -j � TESTS a. O MATERIAL DESCRIPTION o_ ¢z 0 Brown silty SAND, loose, moist MC = 7.80% SM -becomes medium dense 4,0 oa _ Gray silty SAND with gravel, dense, moist -scattered cobbles SM g,g 297.5 Gray fine sandy SILT, dense, moist MC = 18.90% 10 ML -scattered small gravels [USDA Classification: LOAM] MC = 18.80% , F+ o 295.0 Fines = 78.30% Test pit terminated at 11.0 feet below existing grade. No groundwater encountered during excavation. Bottom of test pit at 11.0 feet. v c` N a cs z c7 0. C7 N N m WSJ N co m I i W o Earth Solutions NW TEST PIT NUMBER TP-5 1805 - 136th Place N.E., Suite 201 PAGE 1 OF 1 r Bellevue, Washington 98005 Telephone: 425.449-4704 � Fax: 425�49�711 CLIENT Montevista_ PROJECT NAME Montevista Plat PROJECT NUMBER 3212 PROJECT LOCATION Federal Wad DATE STARTED 2/3/14 COMPLETED 2/3114 GROUND ELEVATION 344 ft TEST PIT SIZE EXCAVATION CONTRACTOR NW Excavating,—_ GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION LOGGED BY SSR CHECKED BY SSR AT END OF EXCAVATION — NOTES Depth ofTapsoil.& Sod V': forest duff AFTER EXCAVATION — i w w g I TESTS v� a- O MATERIAL DESCRIPTION n ¢Z zi 0 I Brown silty SAND, loose, moist SM - MC = 13.80% 8.0 -becomes medium dense 3410 Gray silty SAND with gravel, dense, moist SM 5 = MC 12.70% 6.0 33@ Test pit terminated at 6.0 feet below existing grade. No groundwater encountered during 1 excavation. Bottom of test pit at 6.0 feet. Earth Solutions NW 1805 - 136th Place N.E_, Suite 201 ' Bellevue, Washington 98005 Telephone_ 425-449-4704 Fax: 425-449-4711 CLIENT Montevista PROJECT NUMBER 3212 DATE STARTED 213/14 COMPLETED 2/3/14 EXCAVATION CONTRACTOR NW Excavating EXCAVATION METHOD LOGGED BY SSR .. _ _ CHECKED BY SSR NOTES Depth of Topsoil & Sod 8": forest duff � w _ S �w - x TESTS Q _1 o- O z c7 2 0 MC = 11.70% SM SM TEST PIT NUMBER TP-6 PAGE 1 OF 1 PROJECT NAME Montevista Plat PROJECT LOCATION Federal Way,_Washington GROUND ELEVATION 337 ft TEST PIT SIZE GROUND WATER LEVELS: AT TIME OF EXCAVATION — AT END OF EXCAVATION — AFTER EXCAVATION — MATERIAL DESCRIPTION Brown silty SAND with gravel, loose, moist -becomes medium dense Brown silty SAND with gravel, dense, moist MC = 10.10% 5.0 [USDA Classification: sandy LOAM] Fines = 17.20% Test pit terminated at 5.0 feet below existing grade. No groundwater encountered during excavation_ Bottom of test pit at 5.0 feet. 334.5 Earth Solutions NW 1805 - 136th Place N.E., Suite 201 ' Bellevue, Washington 98005 Telephone: 425-449-4704 Fax: 425-449-4711 CLIENT Montevista PROJECT NUMBER 3212 DATE STARTED 2/3/14 _ COMPLETED 2/3/14 EXCAVATION CONTRACTOR NW ExcaYating_ EXCAVATION METHOD LOGGED BY SSR CHECKED BY SSR NOTES Depth of Topsoil & Sod 6": forest duff � U TESTS CL p TEST PIT NUMBER TP-7 PAGE 1 OF 1 PROJECT NAME Montevista Piat PROJECT LOCATION Federal Wa 1Nashi n_ _ GROUND ELEVATION 352 ft TEST PIT SIZE GROUND WATER LEVELS: AT TIME OF EXCAVATION --- AT END OF EXCAVATION — AFTER EXCAVATION MATERIAL DESCRIPTION Brown silty SAND, loose, moist SM 3.0 Gray brown silty S, MC = 11.10% SM -scattered cobbles MC = 11.40% P. with gravel, dense, moist Test pit terminated at 6.0 feet below existing grade. No groundwater encountered during excavation. Bottom of test pit at 6.0 feet. tarin solutions nvv 1805 -136th Place N-E., Suite 201 Bellevue, Washington 98005 Telephone: 425-449-4704 Fax: 425-449-4711 CLIENT Montevista _ PROJECT NUMBER 32-12 DATE STARTED 2/3114 COMPLETED 2/3/14 EXCAVATION CONTRACTOR _NW_wating _. EXCAVATION METHOD _ LOGGED BY SSR _ CHECKED BY SSR NOTES Depth of Topsoil & Sod 8": forest duff TEST PIT NUMBER TP-8 PAGE 1 OF 1 PROJECT NAME Montevista Plat PROJECT LOCATION Federal Way Washington GROUND ELEVATION 346 ft TEST PIT SIZE GROUND WATER LEVELS: AT TIME OF EXCAVATION AT END OF EXCAVATION — AFTER EXCAVATION — I W o- o uj in a 2 TESTS a. O MATERIAL DESCRIPTION Q Z U co 0 + , ! 8,0,, Silty SAID, iOose, moist MC = 9.90% -scattered gravel SM &C -becomes medium dense Gray.Sitiy.SANDw#h gravel, dtinse, moist SM MC = 8.00% 3,a [USDA Classification: sandy LOAM] Fines = 29.90% Test pit terminated at 5.0 feet below existing grade. No groundwater encountered during excavation. Bottom of test pit at 5.0 feet H t3 Appendix B Laboratory Test Results ES-3212 Earth Solutions NW, LLC Earth Solutions NW 1805 - 136th Place N-E., Suite 201 Bellevue, WA 98005 i' Telephone: 425-284-3300 GRAIN SIZE DISTRIBUTION CLIENT Montevista Partners LLC do Encompass EnAineerinq_ _ PROJECT NAME Montevista Short Plat PROJECT NUMBER ES-3212 _ PROJECT LOCATION Kin Cour) U-S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER WA 4 l l9ld. 9 a G In 4d 4R 7n Qfl An rn nn 4n" -un "n LLI } m W Z LL I— Z W W W o. YI HIM 1� 11 IN ■ IN 1 11 I oil 0 0 1uV COBBLES l 11 l U. 1 GRAIN SIZE IN MILLIMETERS GRAVEL SAND coarse I fine coarse 1 _medium I fine SILT OR CLAY -A _Specimen Identification Classification Cc Cu 4 O TP-2 6.Oft. USDA: Light Brown Very Gravelly Sandy Loam. USCS: GM with Sand. ®_ TP-3 12.Oft.. USDA: Brown Very Gravelly Coarse Sand. USCS: SPSM with Gravel. 0.5.4 19.02 o TP-4 S.-Oft. USDA: Gray Loam. USCS: ML. * TP-6 5.0ft. _ USDA: Gray Very Gravelly Coarse Sandy Loam. USCS: SM With Gravel. o TP-8 5.0ft. USDA: Gray Very Gravelly.Sandy Loam. USCS: SM with Gravel. %Silt 5/ clay Specimen Identification D100 D60 D30 D10 '0 TP=2 6.0% 37'.5 3.728 0.102 27.2 0 TP-3 12.0ft. 37.5 3.888 0.653 0.204 6.3 o TP-4 9.Oft. 4.75 `-_ 0.341 7B.3 Z * TP-6 5.Oft. 37.5 4.871 17.2 O TP-8 5.Oft. 37.5 1.801 0.076 29.9 Report Distribution ES-3212 EMAIL ONLY Montevista Partners, LLC c/o Encompass Engineering 165 Northeast Juniper Street, Suite 201 Issaquah, Washington 98027 Attention: Mr. Ray Miller Earth Solutions NW, LLC September 30, 2008 Steve McWilliams 6715 155th Place SE Bellevue, WA 98006 Re: Wetland and Stream Determination SWC Job #A8-213 Inc. 1103 W. Mrecer St SUL-101 Phor e. 53,&%-0!515 Ker� WA 98032-5751 F= 253&52-4T32 RECEIVED FEB 2 5 2015 CITY OF FEDERAL WAY CDS Mr. McWilliams, Per your request we have inspected your property for jurisdictional wetlands and streams on and within 315-feet of the property. The property is located at 320 SW 366TH ST (parcels 3021049069) in the City of Federal Way, Washington. METHODOLOGY Sewall Wetland Consulting, Inc. visited the site on September 25, 2008. A combination of field indicators, including vegetation, soils, and hydrology was used to determine whether wetlands are present on the site. The site was inspected using methodology described in the Washington State Wetlands Identification Manual (WADOE, March 1997). This is the methodology currently recognized by the City of Federal Way and the State of Washington for wetland determinations and delineations_ Wetland areas would also be considered wetlands when using the methodology described in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987/1989), as required by the US Army Corps of Engineers. Streams would be identified by the presence of a naturally defined channel that contains flowing surface water at some time of the year. Formerly known as B-12 VVefland Consulting, Inc Re: McWilliams Determination S WC Job 4A8-213 September 30, 2008 Page 2 of 3 OBSERVATIONS The site has been historically developed with a single family residence with several outbuildings. However, the majority of the site appears to haven been left undisturbed for the last several years. Dominant vegetation on the property included Western Hemlock (Tsuga heterophylla), Western Red Cedar (Thuja plicata), Douglas fir (Pseudotsuga menziesii), Red Alder (Alnus rubra), Beaked Hazelnut (Corylus cornuta), Indian Plum (Oemleria cerasiformis), Vine Maple (Ater circinatum), Himalayan Blackberry (Rubes armeniacus), Stinging Nettle (Urtica dioica), Oregon grape (Mahonia aquifolium), Sword Fern (Polystichum munitum) and trailing blackberry (Rubus ursinus). Soil pits excavated on the property revealed a 16-inch layer of gravelly sandy loam with a color of 10YR 4/3. Soils on the property were dry within 16-inches of the soil surface. According to the City of Federal Way Zoning and Wetland Atlas, there are no wetlands located on or near the site. City of Federal Way Wetland Atlas a�w RS15.0 m RS1§,,0 SITE § .,aa r1915 a u+x Y.{{] RL7 Yia TwA M rry Ti Fa:� R5750 • vsx `�' i,s ix S15.0 RS15.0 m'> nsu.o eer- rr � aan w� air .a na •�, Iffi75.0 r.'n 77�:a7. iT.• w s,. u, a.n �n rm ca` � d .x_ rra x.•xn.• $ R975-0 No areas of hydrophytic vegetation were observed and not hydric soils were found on or adjacent to the site. No surface water channels, scouring or other indicators of a stream were present on the site. Therefore, it is our professional opinion that there are no critical areas on or within 300- feet of the site. If you have any questions or need any additional information please contact our office at 253.859.0515 or by e-mail at a%,vill@sewallwc.com . Re: McWilliams Determination SWC Job #A8-213 September 30, 2008 Page 3 of 3 Sincerely, Sewall Wetland Consulting, Inc. J. Aaron Will Wetland Scientist File:A8-213 McWilliams Property S06 Web date: 11/09/2012 La. Sewer Availability: 9CingCounty FKing County Certificate of Department of Permitting and Environmental Review Sewer Availability ERU� 35030 SE Douglas Street, Suite 210 N Snoqualmie, WA 98065-9266 206-296-6600 M Relay: 711 For alternate formats, call 206-296-6600. www.kingcounty.gov This certificate provides the Public Health - Seattle & King County Department and the Department of Permitting and Environmental Review with information necessary to evaluate development proposals. Do not write in this box Number Name ❑ Building Permit ❑ Preliminary Plat or PUD ',Short Subdivision ❑ Rezone or other: v. Applicant's name:Mc)9:pEM!'ZrA kAWWG?�S U-,C-) q8' Proposed use: Location (attach map and legal description if necessary): agencySewer fill 1. ❑ a. Sewer service can be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR b. Sewer service will require an improvement to the sewer system of Ddo) — �' 4-56 - - feet of sewer trunk or lateral to reach the site; and/ (SW AVkC 4M MPR) X (2) The construction of a collection system on the site; andAff IZ (3) Other (describe): 1PEvEl-1PEF, /4T REWv i�E�, 2. a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ML a. The proposed project is within the corporate limits of the district or has been grantedlkfeLtf oard OR approval for extension of service outside the district or city. e4• VV E& ❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide s"r -2 5 2015 4. Service is subject to the following: CITY OF FEDERAL W , �Y a. Connection charge: To SE_ CRLGu ihh`I[L�D . b. Easement(s): _AIL 5 �-� {}TED c. Other: 5EWeUZ 6�WqE G1CnAJ►VEct'1; 0J _5��AJIT-S * The District, at its sole discretion, reserves the right to delay or deny sewer service based upon capacity limitations in District and Other Purveyor -facilities. * I certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. L.AKEHAVEN UTILITY DISTRICT 411 ency name Title -Q'k, Ss Y Signato nam Signature Da e SewerAvailabilityFORM.doc b-cert-sewer.pdf S06 11/09/2012 Page 1 of 1 NOTE: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information %St provided. Facility locations and all conditions are subject to field ii7 ll15TR verification. Certificate ®f Sewer Availability -Parcel 3021049069 500 Feet 1.000 LI ii�UlS 51A W04 Web date: 1/09/201E 2. ka King County Department of Permitting and Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, WA 98065-9266 206-296-6600 TTY Relay: 711 www.kingcounty.gov Vuciter Availability King County Certificate of Water Availability ERU S Nbld For alternate formats, call 206-296-6600. This certificate provides the Public Health - Seattle & King County Department and the Department of Permitting and Environmental Review with information necessary to evaluate developm POT Do not write in this box Number _ Name ` ❑ Building Permit ❑ Preliminary Plat or PUD Short Subdivision ❑ Rezone or other: Applicant's name: __ MoP37 k i E_S-rP E&--S [ 1 C' Proposed use: q-L_ Location (attach map and legal description if necessary): r S:.r I r 1. ❑ a. Watel can be provided by service connection only to an existing feet from the site. OR X b. M G Water service wI) require an improvement to the water system of. (1) 'f" feet of water main to reach the site; ands (2) The construction of a distribution system on the site; and/or (3) Other (describe) VL10+-7Q M�oiJ AG�c]y1��'j�C Tc] l e ELYt. a. The water system Is in conformance with a County approved water comprehensive plan. OR b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval.) a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city, or is within the County approved service area of a private water CITY OF FEDERAL WAY I CDS (Site) water train that is purveyor. OR ❑ b. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. 4. X a. Water is or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant e-%35rM feet from the building/property (or as marked on the attached map): Rate of Dow at Peak Demand. ❑ less than 5017 9prn (approx, gpm) ❑ so to 999 gpin 1000 gpm or more El tow test of u n ❑ calculation of gpm Duratlan: ❑ less than i hour ❑ 1 hour to 2 hours 2 hours or more other: (Note; Oct nmercial building permits Which include multifami y structures require 06W test or ca}ndat-om) OR ❑ b. Water system is not capable of providing fire flow. 5. a- Water system has certificates of water rights or water right claims sufficient to provide service. OR ❑ tic Water system does not currently have necessary water rights or water right claims-- Comments/conditions: I certify that the above water purveyor information is true. This certification shall he valid for one year from date of signature. LAKEHAVEN UTILITY DISTRICT RE�iv gQ Agency name Sign ry me Title g"ature Hate In 2% Pressure Zone; HighestMin CC _...� ---f-- . Lowest Elevation of Property '2►2 Est. Max Pressure psi WaterAvailabilityFORMAoc b-cert-water.pdf W04 11/09/2012 Page 1 of 1 NOTE: Lakehaven Utility District neither warrants nor guarantees e the accuracy of any facility information provided. Facility locations and conditions are UZj�rTY DISi�r subject to field verification. Certificate of Water Availability Parcel No. 3021049069 100 200 Feet 11/18/2U14 bIA RECEIVED MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 0411k,- FEB 2 5 2015 33325 8`h Avenue South CITY OFVfthze�o Federal Way, WA 98003-6325 Federal Way CITY OF FEDERAL WAY 253-835-2607; Fax253-835-2609 CDS www_cit offederalway.com APPLICATION NOW ,_ �vv �"' Date Project Name Montevista Short Plat Property Address/Location 320 SW 3 6 6 TH ST 98023 Parcel Number(s) Project Description DT rrACri PRIINI' 302104-9069, 302104-9114 6-Lot Short Plat Type of Permit Required -Annexation Binding Site Plan Boundary Line Adjustment _ Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference _ Process I (Director's Approval) Process 11(Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI _ SEPA w/Project _ SEPA Only Shoreline: Variance/Conditional Use X Short Subdivision _ Subdivision Variance: Commercial/Residential Required Information RS 15 . 0 Zoning Designation SF MD Comprehensive Plan Designation Value of Existing Improvements -Value of Proposed Improvements International Building Code (IBC): Occupancy Type Construction Type Bulletin i1003 -January 1, 2011 Applicant Name:Montevista Partners LLC Address: 11040 Main St., #200 City/State: Bellevue, WA Zip: 98004 Phone: 425-417-6162 Fax: Email: steve cw@comcast.net Signature: l MAI- Agent (if different than Applicant) i f I Name:Encompass Eng & Serving/Ray Miller Address: 165 NE Juniper St., Suite 201 CitylState: Issaquah, WA 98027 Zip: Phone: 425-392-0250 Fax: Email: rmiller@encompasses.net Signature: Owner Name: Same as Applicant Address: City/State: Zip: Phone: Fax: Email: Signature: Page 1 of 1 k:\Handouts\A4aster Land Use Application CITY OF Federal BOUNDARY LINE ADJUSTMENT NO. 15-100875- 00- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON KING COUNTY HEALTH DEPARTMENT Examined and approved this day of 20— NAME Name AUTHORIZATION THIS BOUNDARY LINE ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS OF THE AFFECTED PROPERTIES. Date Name Date Name Date ame Date 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 APPROVALS: CITY OF FEDERAL WAY Examined and approved this day of 20- 3 I DEPUTY PUBLIC WORKS DIRECTOR Examined and approved this day of , 20— COMMUNITY DEVELOPMENT DIRECTOR KING COUNTY DEPARTMENT OF ASSESSMENTS Examined and approved this day of Assessor Deputy Assessor Account Number , 20� Z Q PROPERTY OWNER / I THELWIN HEIGHTS ��.] MONTEVISTA PARTNERS, LLC i VOL. 71, PG. 8 I x 11040 MAIN STREET, #200 T� 1-1 TAX LOT I BELLEVUE, WA 98004 859490-0060 I TAX LOT 05 25 50 100 PHONE NO. 425-417-6162 LUKE L 30 2104-9030 I FEDERAL WAY TAX LOT OLDHAM I SCHOOL „ , DISTRICT NO. SCALE i = 100 SITE ADDRESS 859490-0070 I LUKE L I 210 320 S.W. 366TH STREET OLDHAM I ( FEDERAL WAY, WA 98023 ----- �----- N8940W 290—OOr--—I-------- 1 I 1 t RECORDING NO. VOL./PAGE SCALE: 1 inch = 100 ft. 0 100 200 PORTION OF S.E. 1,� of S.E. S. 30 T. 21 N., R. 4 E. W M. 1 i GROSS SITE AREA: 182,029 SQ. FT. (4.18 AC.) TAXILOT 30' ROAD & I t 302104-9151 NUMBER OF LOTS PROPOSED: 7 UTILITY EASEMENT i I THOMAS L 1 REC. NO. 4576965 t 1 t H NUMBER OF DWELLING UNITS: 7 RELINQUISHED PE t 1 t JACKSON 30TA04LOT I & SUPERIOR COURT i i — — — — — SMALLEST PROPOSED LOT: 18,180 SQ. FT. CAUSE NO. t —► — — USSELL SUSAN 1 12-2-11980-5 KNT i 1 ; TAX LOT COMPREHENSIVE PLAN DESIGNATION. SINGLE FAMILY HILLS 1. ; 1 i 302104-9152 MEDIUM DENSITY NANCY ANN ZONING DESIGNATION: SINGLE FAMILY RESIDENTIAL MCHUGH (RS15.0) PROPOSED USE: SINGLE FAMILY DETACHED i � t - — — — — — — — ALLOWED DENSITY: 15,000 SQ. FT./LOT 1 t ! I 1 I 1 I TAX LOT TAX LOT AREA IN TRACT A: 11,951 SQ. FT. (0.274 AC) � I � _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 302104-9069 t t 302104-9153 WATER & SEWER SERVICE: LAKEHAVEN UTILITY DISTRICT MONTEVISTA t 1 t JAMES R P� � I (SEWER SERVED BY SEPTIC PARTNERS & MARY K DRAINFIELDS) LLC I t HILD I3 l I — — — PROPOSED BUILDING SETBACKS 30' ROAD & FRONT YARD: 20' TAX LOT IM I —I I —UTILITY EASEMENT SIDE YARD: 5' 302104-9088 o I W t REC. NO. 4577386 CLARENCE I� I t (10' ADJACENT TO SW 365TH ONEILL `r t & SW 366TH STREETS) t l t TAX LOT REAR YARD: 5 1 j of I302104-9068 TALC LOT � ► ZI I STEVEN J TOTAL ACREAGE 302104-9066 i i SLATER ACCESS EASEMENTS = 8,835 SQ. FT. (0.20AC) MONTEVISTA 1 t 1 I AREA DEDICATED TO CITY = 24,798 SQ. FT (0.57) PARTNERS LLC 1 I 1 I NET PLAT AREA = 3.136 AC t t TAX LOT 30' ACCESS & I I ( I 302104-9114 UTILITY EASEMENT 1 1 I MONTEVISTA REC. NOS. 4347540 & 1 t I I PARTNERS LLC 4576965 ----- N8_9032'14"W 200.00' 1 ----- —----------- — — —•— -� — 4 S.W. 366TH STREET — — — — — — _ _ _ _ _ _ _ 165.00' — T 89 N32'14 "W 29t 00 30' POWER EASEMEN' — — T i 165.00' 166.49' REC. NO. 4357239 I 30' ACCESS P. --�- — — — — — -- .— — — — I UTILITY EASEI,+ENT I TAX LOT 15' EASEMENT FOR REC. NO. 4482209 302104-9041 WATER FACILITIES I TAX LOT I TAX LOT I TAX LOT MELVIN REC. NO. 9409061729 ( 302104-9087 30'x30' ROAD & I 570780-0010 I I 570780-00E R I MELTON H UTILITY EPRc HANSEN & JANIS E REC. NO. SUSANL BREBNER I I I KNIGHT I WILSON N PL 3 3 � � Q e Q !� N to SW 366TH ST 11 .T.S. LEGAL DES RIPTION &M 0 TAX LOT 30210449069 THE WEST 290 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF, THE SOUTHEAST QUARTER OF SECTION.. 30, TOWNSHIP * 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNT(.. 'WASHINGTON; EXCEPT THE SOUTH 30 FEET THEREOF. TAX LOT 302104-9088 THE SC'UTH 30 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. TAX LOT 302104-9114 THE SOUTH 30 FEET OF THE WEST 620 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30. TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DATUM- NAVD BENCHMARK CONCRETE MONUMENT WITH NAIL, SET 0.78' BELOW GRADE, IN A STANDARD WSDH MONUMENT CASE, WITH PUNCH MARK, LOCATED IN THE MIDDLE OF THE INTERSECTION OF 21 ST AVENUE S.E. AND S.W. 356TH STREET ELEVATION=400.9572 FEET INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH WAC 332-130-090. UNRECORDED RECORD OF SURVEY BY HEDGES ENGINEERING AND CONSULTING, INC., JOB NUMBER 2003.15, DATED W 11 /01 /07. CD CD n jj� MONUMENT F"D AS SHOWN IN AUGUST, 2013 J RECORDER'S CERTIFICATE .................... LAND SURVEYOR'S CERTIFICATE Encompass, �D.Cc PLAT This Boundar Line Ad'ustment correct) re resents a surve� ,g��oF MONTEVISTA SHORT filed for record this...........day of..........20.......at......M y J Y P \ made by me or under my direction in conformance with t1h8 ENGINEERING & SURVEYING in book..........of........at page.........at the request of requirements of the appropriate state and city statute and 20%5 in .��.�.. ... ....................................................................................... ordinance e. 165 N.E. JUNIPER ST., SUITE 201 0 DWN. BY DATE JOB NO. ISSAQUAH, WA 98027 4W 9 JEF 10/20/15 13615 ........... . . ... ,_„ ... ......... 4'C13TEg�' HKD. BY SCALE SHEET PHONE: 425 392-0250 0 C ................................. ....................................... ( ) `IS NALLAl� ., Mgr. Su t. of Records Certificate No. .. ....?�?.. FAX: (425) 391-3055 io�'� SDM 1 =100 1 OF 3 BLA.DWG RECORDING NO. VOL./PAGE { • A& REVISED 06- �OBOUNDABY LINE ADJUSTMENT( NO. 15-100875- 00- SU _ CITY OF FEDERAL WAY KING COUNTY, WASHINGTON C1 R=79.00 L=32.11 A-�23'17'12" C2 R=79.00 L=55.69 A-= 40'23'27" C3 R=25.00 L=39.35 A-=90'10'57" C4 R=25.00 L=39.19 d=89'49'03" _ ---N89 °40'44 "W FOUND REBAR 154.00' - - AND CAP 50 5' BSBL, TYP. LS# 1070A I SEPTIC ! 0.01'N ! DRAIN �f 0.39'E FIELD SETBACK I_- 5' BSBL, 0 25,029 SQ FT ! 21,194TSQ FT ! (NET) ! �I !; 10' DRAINAGE ! ! EASEMENT ! I _ �J � 5' BSBL, TYP. L - - S89°32'14'E - �, -134.00' - - -1 5' BSBL, (! z ! 0 510 25 50 ! SCALE 1 " = 50' M © ! 19.135 SQ FT � ! 20' BSBL, TYP. --I !-- 5' BSBL, TYP. ! 10' BSBL, TYP. ! i L___L----__J S89"32'1 4 I-102.75' Cl 365TH STREET 3 M M C 0 o 0 a 290.00' _ _ 136.00' (FOUND REBAR (AND CAP S# 8847 5' BSBL, TYP. 10.191S �) 10.23'E TRACT "A$' I STORMWATER 11,951 SQ FT I I S89*32'14 E 136.00' 1 I-----------� I ! I I --I BSBLTYP ,i 1 20' ACCESS/ !' UTILITYGE/ I EASEMENT ! 22,440 SQ FT / :I ! (TOTAL) /i ! 30 ROAD & ! 22,133 SQ FT ! UTILITY EASEMENT REC. NO. 4577386 ! S89032'14'E- - - 17 ! 1 UO 20,848 SQ FT ,X ! N SCALE: 1 INCH = 50 FT. 0 50 100 PORTION OF S.E. 1 /4 of S.E. 1 /4, S. 30 T. 21 N., R. 4 E.,W.M. (TOTAL) 18,803 SQ FT ! I o l N89°32'14"W a,��s 9 `ram \ �w� (NET) 30' SEPTIC DRAINFIELD 100.92_ \o 1 _ - - - - ( ISETBACK FROM EX. DITCH ! 10' BSBL, TYP.�(j 1 ! 20' BS9L, TYP rl BSBL, I 18,180 SQ FT ! N ! TY o I N S89* 32 14'E - I BSBL, TYP. i --108.00' - SBL, (' I N 5BSBL, TYP. - - S89-32'14'E �- 3 ! ! ! I ! i W I I ,"�� I s/ Mt to Y15Y �CPi F— � ! -I FOUND REBAR i AND CAP � --aco.vv----7 5' BSBL, TYP. J I ! 21 465 SQ FT I I o p, rn (TOTAL) M1 EASEMENT ! I Z ^ 118,817 SQ FT ! (NET) k2 Cc, C= L 18,182 SQ FT ! N I ! �� `14' I I ! ��, Ifs I ! 1 30' ACCESS & LS# 8547 ! I FOUND REBAR UTILITY EASEMENT � I 0.04 S ! I I I AND CAP REC. NOS. 4347540 & 0.17, W 10, ! ! < I S# 36795 ! BSBL, TYP. � 4576965 L--�------J-- _J I 0.00'N ------ 101.08' G� �`� - I 1.43'E - - - - - - - - - - - - - - - - - - Q -� - N890 32'14 "W 290.00' ------------------------- 30' POWER EASEMENT REC. N0. 4357239 S.W. 366TH STREET 15' EASEMENT FOR WATER FACILITIES REC. NO. 9409061729 RECORDER'S CERTIFICATE ................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of ..............gr ..................................................... Supt. of Records LAND SURVEYOR'S CERTIFICATE 30'x3O' ROAD & UTILITY EASEMENT REC. N0. 4576965 I 30' ACCESS & I S.W. 366TH STREET UTILITY EASEMENT I - REC. NO. 4482209 L - - — This Boundary Line Adjustment correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate sta re and city statute and ordinance in .t7�r.., 20.1. I Certificate No. Encom-pass ENGINEERING & SURVEYING r(CEY'v. 165 N.E. JUNIPER ST., SUITE 201 o ISSAQUAH, WA 98027 B76 PHONE: (425) 392-0250 �,5 ONALLAI`�° FAX: (425) 391-3055 �o CORNERS TO BE SET O LS# 42676 -- MONUMENTS TO BE SET NOTE: TRACT 'A' IS AA# -APB STORMWATER TRACT FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT. EACH OWNERSHIP OF A LOT IN THIS PLAT (LOTS 1 THROUGH 7 INCLUSIVE) INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP AND MAINTENANCE INTEREST IN TRACT 'A'. WRITTEN PERMISSION FROM THE CITY OF FEDERAL WAY =S REQUIRED FOR ANY TREE AND/OR VEGETATION REMOVAL OR MAINTENANCE ACTIVITIES. --tom KO - M.tt-S+- �.J DWN. BY DATE JOB NO. JEF 10/20/15 13615 CHKD. BY SCALE SHEET SDM 1 "=50' 2 OF 3 BLA2.DWG CITY OF Federal Way REVISED 06- � OUNDARY LINE ADJUSTMEf�I,y N0. 15-100875-00-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON 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 LAND SURVEYOR'S CERTIFICATE This Boundary Line Adjustment correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate state 9nd city statute and ordinance in 201.5.. � f .. �........ ........... Certificate No. �t2�!� ..• Encompass ENGINEERING & SURVEYING 165 N.E. JUNIPER ST., SUITE 201 ISSAQUAH, WA 98027 PHONE: (425) 392-0250 FAX: (425) 391-3055 U) VOL./PAGE 1 /4, S. 30 T. 21 N., R. 4 E.,W.M DWN. BY DATE JEF 1 10/20/15 CHKD. BY SCALE SDM 1 1 "=50' I •01111111111111 SHEET 3 OF 3 BLA2.DWG