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19-101302
I CITY HALL CITY OF 33325 8th Avenue South Federal Way, WA 98003-6325 �. Federal Way(253) 835-7000 www.cityofiederalway.com Centered on Opportunity Jim Ferrell, Mayor Mr. Ted Dimof November 22, 2019 BRH V:ILE 2009 Minor Avenue East Seattle, WA 98102-3513 Re: Files #19-101302-SU & 19-101304-SE; APPLICATION PROCESSING EXTENSION Upland Federal Way Preliminary Plat, 2200 SW 320th Street, Federal Way Dear Mr. Dimof: On November 20, 2019, the city received your request for an extension of the processing time for the above referenced applications (copy enclosed). Per Federal Way Reutired Corte (FWRC) 18.05.080(2), the applicant may submit a written request for an extension of the processing time limits that documents the following: (a) That circumstances beyond the applicant's control prevent compliance with the time limits; (b) That the applicant is making substantial progress in responding to the request for information so that review of the application can be furthered when that information is submitted; and (c) The number of additional calendar days necessary to provide the requested information. Per FWRC 18.05.080(3), the Community Development Director is authorized to review requests for extensions to the 180-day processing time limit and decide upon them based on responses to the above listed criteria. Upon review of these code criteria and the submitted request for extension, a 90-day extension as requested is granted through March 2, 2020. We look forward to receiving your project resubmittal before that time. As per your July 2019 request, SEPA remains on hold. FWRC 18.05.080(1) states that if an applicant does not provide additional information to the city within 180 days of being notified by mail 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. With regard to the applications, per FWRC 18.05,080(2), no less than 30 days prior to the lapse of the 180-day notification by the city, the applicant may submit a written request in the form of a letter with supporting evidence to the department requesting an extension of the time limits and documenting required items listed in the code. If you have any questions regarding this letter, please contact Senior Planner Stacey Welsh at 253-835-2634, or state .welsh ci ffederalwa .c m. Sincerely, ;e4,�,-,E� '74�� Brian Davis Community Development Director enc: Letter from Ted Dimof, BRH, to Stacey Welsh, City of Federal Way, November 20, 2019 c: Stacey Welsh, Senior Planner Ann Dower, Senior Engineering Plans Reviewer Sarady Long, Senior Transportation Planning Engineer Brian Asbury, Lakehaven Water & Sewex District Chris Cahan, South King Fire & Rescue Yuan Family Holding 2018 PR, Vincent Fei, 10906 80th Place NE, Kirkland, WA 98034 Doc. I.D. 79888 19-101302-00-SU Bush Roed & Hitchings, Inc. November 20, 2019 RECEIVED NOV 2 1 2019 Stacey Welsh, AICP Senior Planner CITY OF FEDERAL WAY City of Federal Way COMMUNITY DEVELOPMENT 33325 8th Avenue S Federal Way, WA 98003-6325 RE: Extension Request for Upland Preliminary Plat File #19-101302-SU and #19-101304-SE The purpose of this letter is to request an extension of the 180-day time limit for responding to the City provided comments on the above referenced preliminary plat. Per Federal Way Revised Code 18.05.080 we submit the following as reasoning for the requested extension: Our original submittal did not provide a vehicular connection to SW 320th Street. The Preapplication Conference Summary File #18-102386-00-PC was clear that a vehicular connection to SW 320th Street was not required (Public Works Traffic Division, Design Criteria (FWRC 18.55) 1.). The comment letter we received on our initial submittal now indicates that we are required to provide a vehicular connection to SW 320th Street. This necessitates a full redesign of the site with a reduced number of lots. The full redesign of the project because of this new requirement prevents us from meeting the 180-day response requirement. 2. We are progressing with the redesign as quickly as possible. The necessity of the vehicular connection to SW 320th Street has caused all aspects of the drawings to be redesigned. In essence are having to redesign and redraw everything. 3. We are requesting a 90-day extension to the resubmittal deadline Thank you for your consideration of this request and we look forward to your decision. Sincerely, BUSH, ROED & HITCHINGS; INC. Ted Dimof, P Principal BRH - Land Surveyors & Civil Engineers 2009 Minor Avenue East, Seattle, WA 98102-3513 (206) 323-4144 (800) 935-0508 www.brhinc.com DATE: TO: CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL 3-13-20 Ann Dower, Senior Engineering Plans Reviewer FROM: Stacey Welsh, Planning FOR DRC MTG. ON: No meeting; please send technical comments/conditions to me by 3-24-20; take an extra few days if you need since this report just came in. FILE NUMBER(s): 19-101302-SU & 19-101304-SE RELATED FILE NOS.: 18-102386-PC, 19-101305-CN, 19-101308-SM PROJECT NAME: UPLAND FEDERAL WAY PRELIMINARY PLAT PROJECT ADDRESS: 2200 SW 320TH ST PARCEL NUMBERS: 132103-9002 & 132103-9091 ZONING DISTRICT: RS 5.0 PROJECT DESCRIPTION: Subdivision of 2 parcels into 11 residential lots. *Project revised to 8 lots, now a Short Plat.* LAND USE PERMITS: Preliminary Plat, SEPA *Project revised, now is a Short Plat.* PROJECT CONTACT: VINCENT FEI YUAN FAMILY HOLDING 2018 PR 10906 80TH PL NE KIRKLAND, WA 98034 vincent.fei hh ra ezt .corn MATERIALS SUBMITTED: Resubmittal Information Form Comment Response Letter Geotech Report March 5, 2020 ES-6375.02 Bush, Roed, & Hitchings, Inc. 2009 Minor Avenue East Seattle, Washington 98102 Attention: Mr. Ted Dimof Solutions,Earth NWLLC Earth Solutions NW LLC MAR 0 �>7 Geotechnical Engineering, Construction Observationjesting and Environmental Services CITY DF FED rR,4i ;NAY COMMUN17Y pEVao� Subject: Response to Comments Southwest 320th Street Plat 21 st Avenue South and Southwest 32Oth Street Federal Way, Washington Reference: Earth Solutions NW, LLC Geotechnical Engineering Study ES-6375.00, dated December 7, 2018 Earth Solutions NW, LLC Infiltration Evaluation ES-6375.01, dated February 11, 2020 Bush, Roed & Hitchings, Inc. Preliminary Clearing & Grading Plan, dated March 18, 2019 City of Federal Way Federal Way Critical Areas Map, dated May 2016 City of Federal Way Technical Review Comments Upland Federal Way Preliminary Plat, dated June 6, 2019 Dear Mr. Dimof: In accordance with your request, Earth Solutions NW, LLC (ESNW) has prepared this response to City of Federal Way comments. The comments pertinent to the Geotechnical Report aspects of the project are provided below followed by our response. City of Federal Way Comment 1 — The geotechnical report references an outdated critical areas map (September 2012). 15365 N.E. 90th Street, Suite 100 0 Redmond, WA 98052 0 (425) 449-4704 0 FAX (425) 449-4711 Bush, Roed, & Hitchings, Inc. March 5, 2020 ES-6375.02 Page 2 ESNW Response — Based on the review of the May 2016 Federal Way Critical Areas Map, there are no geologically hazardous areas (landslide, erosion, or seismic) within, or immediately adjacent to the subject site. Federal Way Comment 2 — The geologically hazardous areas section of the report needs to cite Federal Way Revised Code and address the buffer impacts to site. ESNW Response — Based on our review of the Federal Way Revised Code (FWRC) Section 19.145 - Environmentally Critical Areas and the referenced critical areas map, no geologically hazardous areas (landslide, erosion, or seismic) have been identified within, or immediately adjacent to the subject site. The December 7, 2018 Geotechnical report incorrectly identified the slope along northern embankment of the subject site as a landslide hazard. Upon further review of topographic surveys of the area, the northern embankment of the subject property is associated with a man- made historical road cut along Southwest 3201h Street. Therefore, the steep slope along the northern embankment does not meet the criteria of a Landslide Hazard Area as defined in FWRC 19.05.070. Based on review of the referenced Preliminary Clearing and Grading Plan, the majority of native soil along the northern slope will be cut down to closely match the current road grade along Southwest 320th Street. In our opinion, the proposed modification of the northern slope will increase the overall stability of the hillside. Retaining walls are proposed along the northern edge of the development to account for grade changes. As such, and based on our review, the proposed modifications are acceptable from a geotechnical standpoint. Federal Way Comment 3 — The report states that grading and stormwater plans were not available for review at the time of report preparation. The preliminary grading and stormwater plans are now available and need to be reviewed and addressed in the geotechnical report per FWRC 19.145.250.2.e. ESNW Response — Based on review of the referenced preliminary grading and stormwater plans, our recommendations within the referenced December 7, 2018 Geotechnical Report and the February 11, 2020 Infiltration Evaluation have been appropriately incorporated into the plans. Earth Solutions NW, LLC Bush, Roed, & Hitchings, Inc. March 5, 2020 ES-6375.02 Page 3 We appreciate the opportunity to be of service to you and trust this letter meets your current needs. Should you have questions, or if additional information is required, please call. Sincerely, EARTH SOLUTIONS NW, LLC �❑ A. M W,gsot /X6011's A k- 0 03/06/2020 Kyler T. Kelly Raymond A. Coglas, P.E. Senior Staff Geologist Principal Engineer Earth Solutions NW, LLC CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: 3-3-20 TO: Ann Dower, Senior Engineering Plans Reviewer Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue FROM: Stacey Welsh, Planning, FOR DRC MTG. ON: No meeting; please send technical comments/conditions to me by 3-24-20. FILE NUMSER(s): 19-101302-SU & 19-101304-SE RELATED FILE NOS.: 18-102386-PC, 19-101305-CN, 19-101308-SM PROJECT NAME: UPLAND FEDERAL WAY PRELIMINARY PLAT PROJECT ADDRESS: 2200 SW 320TH ST PARCEL NUMBERS: 132103-9002 & 132103-9091 ZONING DISTRICT: RS 5.0 PROJECT DESCRIPTION: Subdivision of 2 parcels into 11 residential lots. *Project revised to 8 lots, now a Short Plat.* LAND USE PERMITS: Preliminary Plat, SEPA *Project revised, now is a Short Plat.* PROJECT CONTACT: VINCENT FEI YUAN FAMILY HOLDING 2018 PR 10906 80TH PL NE KIRKLAND, WA 98034 vincent.fei@yhhproperty.com .MATERIALS SUBMITTED: Resubmittal Information Form Comment Response Letter Revised SEPA Checklist Revised TIR Geotech Memo Engineering Plan Short Plat Preliminary Clearing & Grading Tree Retention/Landscape Plan Stacey Welsh From: Ted Dimof <TedD@brhinc.com> Sent: Wednesday, July 24, 2019 1:17 PM To: Stacey Welsh Cc: Rick Perez•, Sarady Long; Ann Dower Subject: RE: upcoming meeting Stacey, Please take this email as the written request to place on hold the SEPA determination. We are working on a solution and will be resubmitting as soon as we can. Thankyou C=1�7 Ted Dimof, PE Engineering Division Manager / Principal Bush, Roed & Hitchings, Inc. 2009 Minor Avenue East Seattle, WA 98102 (206) 323-4144 (office) (206) 720-3572 (direct) (206) 323-7135 (fax) tedd0brhinc.com www.brhinc.com From: Stacey Welsh [mailto:Stacey.Welsh@cityoffederalway.com] Sent: Tuesday, July 16, 2019 11:42 AM To: Ted Dimof <TedD@brhinc.com> Cc: Rick Perez <Rick.Perez@cityoffederalway.com>; Sarady Long <Sarady.Long@cityoffedera lway.com>; Ann Dower <Ann.Dower@cityoffederalway.com> Subject: RE: upcoming meeting Ted, Per our meeting last Friday, I'm following up on several items. Here are some code sections to review regarding zero lot line townhouse development: Federal Way Revised Code (FWRC) 18.25.020, 18.55.020(5), 18.55.060(2), 19.115.090(4)(c), 19.130.240(5) and 19.200.020. Note that any of those sections that reference the RM use zone chart for zero lot line townhouse dwelling units (FWRC 19.205.010) should instead be to the RS zone use zone chart for zero lot line townhouse dwelling units (FWRC 19.200.020), since the property is zoned RS. Also see FWRC 19.120.110 regarding residential land divisions on sites with steep slopes. For a retaining walls great than 6', you need to apply for a Variance per FWRC 19.45, which requires a public hearing before the Hearing Examiner (see Variance Information and Master Land Use Application). The proposal must meet the code criteria and application is not guarantee of approval. The Preliminary Plat and Variance could be heard at one hearing. If you decide to proceed with the project change to a zero lot line townhouse plat, explain that in your resubmittal, and address how it satisfies applicable code requirements that pertain to that type of project. It is likely that the Notice of Application public notice would have to be redone, as aspects of the project would have changed. Also with your resubmittal, provide a written description of those areas intended as open space. Include with the submittal a drawing with the size and location of each open space area and demonstrate compliance with code requirements for zero lot line projects. Lastly, pursuant to FWRC Section 14.10.020(6): "Within 90 days of issuing a letter of completeness for the application and environmental checklist, the responsible official shall make a threshold determination or notify the applicant that a determination of significance is likely and indicate the areas of likely impact. The applicant may request an additional 30 days for the issuance of the threshold determination by the responsible official, or for the responsible official to evaluate mitigation measures proposed by the applicant. The responsible official shall grant such extension, if requested. A final determination shall be made within 90 days from the receipt of the applicant's response for additional information, unless the applicant requests an additional 30 days as provided in this section." The letter of completeness for this project was issued on April 15, 2019. As a resubmittal with project revisions is forthcoming, the city does not have all the information necessary to make a SEPA threshold determination. Therefore, the City asks that you submit a written request to place the SEPA threshold determination on hold. A letter or email will suffice; please submit this item in advance of your project resubmittal. If you have questions let me know. Thank you, Stacey Welsh, AICP Senior Planner Federal Way 33325 81h Avenue South Federal Way, WA 98003-6325 Phone: 253/835-2634 www. cityoffede ralwau. corn From: Ted Dimof [mailto:TedD brhinc.com] Sent: Tuesday, July 02, 2019 9:15 AM To: Stacey Welsh Subject: RE: upcoming meeting Hi Stacey, The 7/12 will work. 1pm will work best for us. Thank you! Ted Dimof, PE Engineering Division Manager / Principal Bush, Roed & Hitchings, Inc. 2009 Minor Avenue East Seattle, WA 98102 (206) 323-4144 (office) (206) 720-3572 (direct) (206) 323-7135 (fax) teddobrhinc.com www.brhinc.com From: Stacey Welsh [maiIto: Stacey -Welsh P cityoffederalway.com] Sent: Monday, July 01, 2019 4:26 PM To: Ted Dimof <TedD@brhinc.co_m> Subject: upcoming meeting Ted, The City Traffic Engineer cannot make it to the meeting at the time we have it set. Is your team available on Friday, 7/12 at either 9am or 1pm? Stacey Welsh, AICP Senior Planner Federal Way 33325 8th Avenue South Federal Way, WA 98003-6325 Phone: 253/835-2634 www.cityoffederalway.com CITY OF Federal Way Centered on Opportunity June 6, 2019 Yuan Family Holding 2018 PR Vincent Fei 10906 80th Pl NE Kirkland, `YIA 98034 RE: Files #19-101302-SU & 19-101304-SE; Technical Review Comments Upland Federal Way Preliminary Plat, 2200 SW 320th St, Federal Way Dear Mr. Fei: CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com Jim Ferrell, Mayor Unless otherwise noted, the following staff comments must be addressed prior to issuance of a SEPA threshold determination and scheduling a public hearing or issuing permits for the proposal. Please direct questions regarding any of the technical comments to the appropriate staff representative, Stacey Welsh — Planning Division, (253) 835-2634, stace -welsh __ itypflegeralway.com Preliminary Plat 1. Technical comments made about an item on one sheet may necessitate changes to other related sheets and related documents and it is the applicant's responsibility to determine any such necessary adjustments. Please ensure consistent information is communicated throughout the plan set and associated application materials. 2. Preliminary Plat Drawing —Please address the following comments: a. Submittal checklist items per Federal Way Revised Code (FWRC) 18.35.020: i, Add the proposed name of the subdivision. ii. Add the comprehensive plan designation of the subject and adjoining properties. iii. Include the city file number on subsequent submittals (19-101302-00-SU). iv. Add Buildable Lands information (see enclosed page from the submittal handout for further detail). b. Per FNVRC 18.60.050(1), "Streets within an approved land division shall be within a dcdicatcd public right-of-way. Private tracts or easements may be used in short subdivisions and cluster subdivisions using those cross-section types described for this purpose in the development standards, Ingress/egress and utilities easements and alleys may be utilized when certain conditions established in the city of Federal Way public works development standards are met." The proposed internal plat road cannot be private. c. Label tracts as such and have a tract table with name, size, purpose, and ownership. d. Need 10' landscape strips adjacent to 21,1r Ave SW and SW 320rh St to be in tracts per FWRC 18.60.030. e. The Building Setback Line (BSBL) is incorrect on the plat map, the front yard setback in the RS 5.0 zone is 20', not 15'..Also, as Lot 10's driveway is located off of the southern lot line, that is considered the front yard, and therefore, the western property line must meet the side street setback of 10' per FWRC 19.200.010. Upland Federal Way, 19.101302-00-SU Page 1 oF4 Doc ID 79021 .—) 3. The water purveyor is not Tacoma, it is Lakeliaven Water and Sewer District, need to correct on multiple sheets. 4. The tree and vegetation retention plan must be completed by a certified arborist or landscape architect per I' fRC 19.120.040.2 and needs to address FV)RC 19.120,040.2(a)-(e) more thoroughly, including tree protection measures. 5. Reconcile the landscape plan and clearing/grading/tree retention pinn regarding trees shown for removal on Lots 8 and 9 and adjust the tree unit table if necessary. Confrrn tree table quantities thatch trees shown on die plans and are counted in the correct category in the table. 6. Relaining Valls— Please address the following comments: a. Provide wall details per FWRC 19.120.120.1.b and 19.120.120.7. b. Lots 1-3 and 8 need to meet FWRC 19.120.120.1.c. c. Walls on the western portion of the plat need to meet FVG'RC 19.120.120.5. 7. Open .Space — Please address the following comments a. There is no code provision that allows the internal plat road's sidewalk to be counted as open space. b. The nvo percent "buffer" open space is not applied correctly. It is I noted to ttvo pe> cent of the gross land area per FM4 C 18.55-060.3; it is not limited to two.percent of the tract from which it is being calculated.This will result in mpre area of the buffer landscape tracts to be counted as open space in accordance with F%X1RC 18.60.030.1. C. The drainage tract counts as part of the gross land area; there is no code provision that allows it to be deducted ,with regard to the open space calculation. Geotechnical Report —Please address the following comments: a, The report references an outdated -city critical areas map (September 2012); the current map is dated May 2016 and can be accessed via the city web site at this link: hWi zs: wwW.cit •oi'r cicrah� a�.cnnt ma zs (Critically Sensitive Areas map). b. The geologically hazardous areas section of the report needs to cite Federal Way Revised Code and address buffer impacts to site (if any); see MIRC 19.145.230(1-5). c. 1'he report states that grading and stortnwater plans were not available for review at the time of report preparation. The preliminary grading and stormwater plans are now available and need to be reviewed and addressed in die geotechnical report per FWRC 19.145.250.2.e. d. The resubmitted report may be peer reviewed by the City's consultant at the applicant's cost per FWRC 19,145,080.3. SEPA 9. Background Checklist Item #10: An Engineering Review Approval (EN), Final Plat, and building permits will be required. 10. Transportation Checklist Item #14(a): Access is not proposed off of SW 320rh St., it is proposed off of 21,t Ave SW. Ann Dower — Public Works Development Services Division, (253) 835-2732, iin.dou,cr ri,ci offedetalwaAr.cQ 11. Provide infiltration testing following the methods outlined in Section 5.2.1 of the 2016 King County Surface Water Design Manual (KCSWDM). At least one test per 2,000 square feet of facility shall be provided. 12. This property has two threshold discharge Areas, which requires two detention facilities. One facility as proposed unll require the applicant to obtain an approved adjustment pear section 1.4 of the KCSWDM. 13. The plans and the TIR (impervious area) shall be adjusted to reflect the approved right-of-way modification. Upland Federal Way, 19-101302-00-SU Pa.Rc 2 of4 Doe ID 79021 14. Discuss core requirement #9 in the TIR, and indicate location of the BTvfp's that will be used to meet this requirement on the plans. 15. Correct SEPA checklist item 3.a.4 to reflect the diversion of water away from the eastern basin and into the western basin, if this is approved. 16. Place the following items on the plans: • City File Number (above) • The name of the subdivision • PLS signature and seal r Certification from the PLS stating that this is a true and correct representation of the lands actually surveyed • Original lot numbers and call out the previous lot line between them Erik Preston — Public Works Traffic Division (253) 835-2744, erik prestnn t4)cit3 offederal-%;vgy.com 17. The internal street must be a complete Type "W cross-section street in a 52-foot public right -of way, a private street or other street layout concept within an easement will not be allowed. 18. Upon closer inspection theme appears to be no real topographical constraint to connectitig the internal street to SW 320d' Street to meet block perimeter standards. Such a connection to both streets is required to meet block perimeter sLtndatrds. No additional multi -use trail would be required. 19. The roadway connection to 21,t Ave SW must be relocated to meet access management standards. Viable locations h property line where it would be shared access with the adjacent property appear to be flue south property line or the nort to the NE. 20. Rxtend full sidewalk width the entire length of the 2151 Ave SW frontage and keep transition taper within the planter strip. Move sidewalk back to ultimate location with additional ROW dedication. 21. Four (4) more feet of ROW dedication is required on 2151 Ave SW, Build Type "E" cross-section sidewalk and streetlights in ultimate location. 22. Four (4) more feet of ROW dedication is required on SW 320d, St. Build Type "I" cross-section sidewalk and streetlights in ultimate location relative to new ROW line. 23. Add C-curb to SW 32011, St and 21,1 Ave SW to limit access to right -in and right -out according to access management standards and Avoid interfering with the 9511, percentile queue lengths from any existing traffic control device or insight distance is deficient. 24. Traffic calming devices such As speed humps, traffic circles; chicanes, etc. should be incorporated in the residential street design to control speed and any putentiai cu t-through traffic when the internal street connection is made between 21s1 Ave SW and SW 3201h St. Brian Asbury — Lakehaven Water & Sewer District, (253) 946-5407, bashur} ��t?lakehavcn.orl; 25. The applicant has completed and submitted to Lakehaven an application for Certificates) of Availability & Iakrhaven issued these Certificates on 1/15/19. However, no other application has been subtrtitted to Lakehaven that is necessary to be able to determine the applicant's specific requirements for connection to I.akehaven's water and/or sewer systems to serve die subject property. As previm%ly noted, applicant will need to submit an application for either Developer Pre - Design Meeting or Developer Extension Agreement for L *haven to forttally commence the crater and/or sewer plan re'<fiew 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 devek3pment. Upland Fcdcral Way. 19-101302-00-SU Page of Doc ID 79021 26. Associated T -.1inieal Cmnments a. Six-inch diameter water main is indicated on the preliminary plat plan. Lakehaven's typical requirement for new water main is eight -inch diameter, and in some cases 12-inch diameter water main may be required. b. Typical road/right-of-way alignments for water & sewer mains are: water = north or east, sewer = south or west. c. New meter locations should be clustered (pairs) wherever possible. Chris Cahan — South King Fire & Rescue, (253) 946-7243, Chris tahan �sotitlrlcin fircm 27. Water Supply --Fire Hydrants: a. This project will require one fire hydrant in an approved location. Note: Hydrant(s) spacing along access roads shall be approved by Fire Marshal's Office. b. Fire hydrants shall be in service prior to and during the time of construction. 28, Emergency Access: a. Emergency access lacks an approved turn -around. b. Fire apparatus access roads shall comply with all requirements of Fire Access Policy 10.006 tt «nitlikill Frt..orl� i7oct3n:cn1[.:cnte /I1[yincl\ric>.vL24. c. Fire apparatus access roads shall be installed and made serviceable prior to and during the time of construction. 29. Fire Sprinkler System: The need for fire sprinklers will be determined at the time of Building Permit submittal. CLOSING Please be aware that this review does not preclude the city from requesting additional information related to any of the topics discussed alcove. Please submit revised application materials as appropriate, accompanied by the completed "Resubrmittal Information Form" (enclosed). Pursuant to FVIRC 18-05.080, if an applicant for a preliminary plat fails to provide additional information to the city within 180 days of being notified by mail 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 decision with respect to such an application. If you have any questions regarding this letter, please contact me at stacel!.%wels), Rdt�+n('ferEcrilua r @, 253 835-2634. Sincerely, Stacey Welsh, AICP Senior Planner enc: Preliminary Plat Submittal Requirements, Page 6 Resubmittal Information Form c: Ann Dower, Senior Engineering Plans Reviewer Erik Preston, Senior Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue BRfI, 2009 Minor Ave East, Seattle, WA 98102-3513 f e:alurIi fe 1e 1 se. 1 1 r Upland Federal Way, 19-101302-00-SU Page of Doc ID 79021 quality, or extent of the required open space Would not fullill the intent or purpose of useful common open space. s pad ment of an equivalent rec-in-lieu of the required project open space shall be paid pursuant to FWRC 18.55.060(2).' • Vicinity map with labeled streets and north arrow showing the proposed subdivision's relation to the area. • List the height of all retaining walls and rockeries. • The city's file number will be assigned upon application. Include the file number on subsequent resubmittals. Required submitted ❑ ❑ Information for Buildable Lands Calculation (Please 2rovide this information in tabular form on the face of the plat.) Category #Acres Gross Plat Area — Acreage of the site to be platted prior to any dedications or set -asides. Critical Areas — Acreage precluded from development due to wetlands and buffers; streams and buffers; regulated lakes and buffers; shoreline setbacks; flood hazard areas; erosion hazard areas; and landslide hazard areas. Rights -of -way— Acreage dedicated for public rights -of -way (both newly created streets and expansions of existing streets); private access tracts or easements; alleys. Public Purpose Acreage of site to be used for retention/detention/drainage facilities; open space and parks; or other on -site public facilities. Do not include public utilities easements or landscaping. Net Plat Area — Gross plat area minus critical areas, rights -of -way, and public purpose. In most cases, this will be the sum of the areas of the house lots. Open space requirements for cottage housing, zero -lot line town house development, and small lot detached development can be found in FWRC 18.55.060. Bulletin #037 — August 28, 2018 Page 6 of 6 UHandoutsTreliminary Plat Submittal A�k CITY OF Fe d e ra l 1lllay DEPARTMENT OF COMMUNITY DEVELOPMEI 33325 8`h Avenue Sou Federal Way, WA 98003-63: 253-835-2607;Fax 253-835-261 wwW.cil o3'federalwa .cu RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Changes to drawings must be clouded. Applicants will be required to affix the city`s date stamp on each page of resubmitted plans and to collate loose plans into existing plan sets. You are encouraged to contact the Permit Center prior to submitting if you are not sure about the number of copies required. Project Number: — Project Name: Project Address: Project Contact: Phone: Email RESUBMITTED ITEMS: # of Copies DETAILED Description of Item Resubmittal Requested by: RESUS A - De t/Div Name Buildin Planning PW Fire Other Bulletin #129 September 24, 2018 Letter Dated: (Staff Miember) OFFICE USE OM Y Distribution Date. SY.' # -Description Page I of 1 k:\Handouts\Resubmittal Information [IiV OF �. Federal Way June 5, 2019 Ted Dimof, P.E. Bush, Roed & Hitchings, Inc. 2009 Minor Ave E Seattle, WA 98102-3513 RE: Permit #19-101308-00-SM; Upland Federal Way, 2200 SW 320th St, Federal Way Dear Mr. Dimof Cl iY HALL_ 3332.5 8th A/enue South Federal Way, WA 98003-6325 (253) 835-7000 www.citye!iederaiway. com Jim, Ferrell, Mayor The City of Federal Way Public Works Department has considered your request to modify or waive several elements of the frontage improvements required by Federal Way Revised Code (FWRC) for the proposed 11-lot short plat located within a Residential Single Family (RS) 5.0 zone. The requests and applicable codes are: 1) Waive frontage improvements on SW 320' St (FWRC Section 19.135.040) 2) Reduce interior street cross section and make it private (FWRC Section 19.135.040) 3) Allow reduced spacing between streets and driveways (FWRC Section 19.135.280) 4) Waive pedestrian connection to SW 320s' St (FWRC Section 18.55.010) Staff has determined that although there are topographic constraints as asserted in your request, if the maximum 15% slope is used to design a full street connection, a street connection can be made to SW 320th St and the pedestrian connection would simply be the required sidewalk. Therefore, request #4 is denied and a full street connection with curb, gutter, sidewalk, and planter strip is required. Since a street connection is required to SW 320'' Street, Request #1 is denied and frontage improvements on SW 320"' Street are required. The applicant has requested a private road to serve the proposed eleven lots, using COFW Street Cross Section 3-22FF with a 20' travel way and 5' sidewalk on one side. This street section is intended for Small Lot Detached Development (FWRC18.55.050), which is only allowed within multifamily zones. Within either multifamily or single family zones, a private street may only be up to 150 feet long. Within single-family zones, up to four lots may be served by a private street. At nearly 600 feet long and serving eleven lots, the proposed street is over the maximum length and capacity. The proposal to use Street Cross Section 3-22FF and provide a private road is denied, and public Street Cross Section "W" is required. \\CFW FILE I\Appiications\CSDC\PROD\dncs\save\156906_79246 .04103955.130C As an alternative, a `three-quarter" reduced cross section would be approved on the east/west leg of the interior street, if it is moved to the northeast property line shared with parcel #132103-9036. This parcel is currently vacant. When it is developed, the neighboring developer would be required to close the existing driveway on 21st Ave SW, complete the remaining improvements, and take access off the interior plat street. Access to the site is proposed off of 21st Ave SW, 244' south of 320th St SW, and 256' north of 322 St SW. Since all potential access points for this site on 21st' Ave SW fall within the 951'' —percentile queue length from the signal, the project will be required to install vertical curbing on the centerline of 21 st Ave SW and limit access to right -in -right -out. FWRC 19.135.290 allows spacing between streets and driveways to be no less than 120 feet under these circumstances. The proposed access point is located far enough from other streets, but is too close (110') to the driveway on parcel # 132103-9036. Therefore the access point will need to be moved to be at least 120' from the driveway, or located so that the existing driveway can be eliminated with future development, as outlined above. In summary, requirements for this project are as follows: 1. Dedicate 4 feet of right-of-way on SW 320th Street and provide frontage improvements. 2. Provide a Type "W" street cross section for the iutetmal street 3. Provide full street connection to SW 320th Street 4. Move the access location on 21st Ave SW to either share access with neighboring parcel #132103-9036, or provide a minimum of 120' between the proposed street and the driveway on the neighboring parcel. 5. Install C-curb to provide limited access on 21st Ave SW. This may be required on SW 320th Street as well. The conditions of this right -of --way modification are applicable for one year from the date of this letter. If the work is not completed within this time period, this decision will be void and a new request for waiver must be submitted. Should you have any questions, please do not hesitate to contact Ann Dower, Senior Engineering Plans Reviewer, at 253-835-2732. Sincerely, Desiree Winkler, P.E. Deputy Public Works Director D W/AD:ss c: Yuan Family Holding 2018 PR; Vincent Fei; 10906 80th PL NE; Kirkland, WA 98034 Cole Elliott, P.E.; Development Services Manager Pf/ad Day file \\CFWFILEI\Applications\CSDC\PROD\dots\save\156906 79246 04103955.DOC I p � a- M F � C a VJ N G w I = o � —� TI L O — I w R7 CD N m —� I � I / i I I _ 0 I' I , I I I I, I w a 0 21ST AVENUE S.W. Z S� V CD c Z cn -0o� sa���-ono = Xp = m m5,0. .0 m II o � a," CD �cfl _... a�a0 o m cn mm> y� �oaa�0 x. cncn-� � , �, � � z 7 CD ow� cn o o v CD 0 w n w CD C cn O Cn 7 0 Z r-1. X cn =03 co \V w CL o o CD m d r = `° c) rn m m (n N � O Cr CD CD a cN 5mO V=cn O - E� o = — r m m Z v Ill- II- III r NOTES: 18" Min. o 0 o 0 o o O o u0 0 o° q o p ° GO O O 0. 00.0. O 000OO p j Oo ° O 0 ° ° 0 �° 0 u o Q .0000 0 0 p o 0 0 0 O 0 ° O o O 0 R ° o O O co O O O p ° �/ P oo O O 0 O 0 0 o 0 0 o p� ° o p ° 0 00 .0 p Q 0 Oo 00 ° 0 ° � O O O O °° OO °° P O O O O O O O O O o O o a 0 0.0 0 ° O 00 0 0 oGO o O 00 0 o q ° pp 0 V ° p 0 .0 ° o Op 00- ° C °p o 0 q O p O g �+}V� 0 0 ° O o -0-0 ° O ° p .0 O ° o 0 O o oeao O 000 O O °O O O O O O 00 00 °06 00000 Qp 00 0 8 oP O B 0 0 00°q O e p O O o O 0 ■ Free -draining Backfill should consist of soil having less than 5 percent fines. Percent passing No. 4 sieve should be 25 to 75 percent. • Sheet Drain may be feasible in lieu of Free -draining Backfill, per ESNW recommendations. ■ Drain Pipe should consist of perforated, rigid PVC Pipe surrounded with 1-inch Drain Rock. LEGEND: o°o 0 0 ap p0 I Free -draining Structural Backfill .r;rtis rs 1-inch Drain Rock Structural Fill Perforated Rigid Drain Pipe (Surround in Drain Rock) SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING Earth Solutions NW LLc Retaining Wall Drainage Detail S.W. 320th Street Plat Federal Way, Washington Drwn. MRS Date 11/12/2018 Proj. No. 6375 Checked KTK Date Nov. 2018 Plate 3 Perforated Rigid Drain Pipe (Surround in Drain Rock) NOTES: • 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. {.r.r•r•r ti.S•ti•S• r•r.r.r=r .�,; fs�tir • 1-inch Drain Rock SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING Footing Drain Detail S.W. 320th Street Plat Federal Way, Washington Drwn. MRS Date 11/12/2018 Proj. No. 6375 Checked KTK Date Nov.2018 Plate 4 Appendix A Subsurface Exploration Test Pit Logs ES-6375 The subsurface conditions at the site were explored by excavating six test pits at the approximate locations illustrated on Plate 2 of this report. The test pits were advanced to a maximum depth of nine feet bgs. The test pit logs are provided in this Appendix. The subsurface exploration was completed on October 26, 2018. 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 NK LLC Earth Solutions NWLLC SOIL CLASSIFICATION CHART SYMBOLS TYPICAL MAJOR DIVISIONS DESCRIPTIONS GRAPH LETTER CLEAN WELL -GRADED GRAVELS, GRAVEL - GRAVEL GRAVELS `. rr GW FSAND NESMIXTURES, LITTLE OR NO AND y❑° a❑o POORLY -GRADED GRAVELS, GRAVELLY SOILS (LITTLE OR NO FINES) GP GRAVEL- SAND MIXTURES, LITTLE C OR NO FINES COARSE GRAINED GRAVELS WITH ° j �O ° GM SILTY GRAVELS, GRAVEL -SAND - SOILS MORE THAN 50% FINES ° O SILT MIXTURES OF COARSE FRACTION RETAINED ON NO. 4 SIEVE (APPRECIABLE GC CLAYEY GRAVELS, GRAVEL- SAND - AMOUNT OF FINES) CLAY MIXTURES SAND CLEAN SANDS SW WELL -GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES MORE THAN 50% OF MATERIAL IS AND POORLY -GRADED SANDS, LARGER THAN SANDY NO.200 SIEVE SIZE SOILS LITTLE OR NO FINES) ( SP GRAVELLY SAND, LITTLE OR NO FINES SM SILTY SANDS, SAND - SILT SANDS WITH MORE THAN 50% FINES MIXTURES OF COARSE I FRACTION PASSING ON NO, 4 SIEVE (APPRECIABLE SC 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 FINE AND LIQUID LIMIT LESS THAN 50 CL CLAYS, A SANDY CLAYS, MEDIUM PLASTICITY, GRAVELLY GRAINED CLAYS CLAYS, LEAN CLAYS SOILS OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY MORE THAN 50% INORGANIC SILTS, MICACEOUS OR OF MATERIAL IS MH DIATOMACEOUS FINE SAND OR SMALLER THAN SILTY SOILS NO.200 SIEVE CH INORGANIC CLAYS OF HIGH SIZE SILTS LIQUID LIMIT AND GREATER THAN 50 PLASTICITY CLAYS OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS `"' `— pT PEAT, HUMUS, SWAMP SOILS WITH HIGHLY ORGANIC SOILS HIGH ORGANIC CONTENTS 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. Earth Solutions NW 1805 -136th Place N.E., Suite 201 NoBellevue, Washington 98005 Telephone: 425-449-4704 Fax: 425-449-4711 TEST PIT NUMBER TP-1 PAGE 1 OF 1 PROJECT NUMBER ES-6375 PROJECT NAME S.W. 320th Street Plat DATE STARTED 10/26/18 COMPLETED 10/26118 GROUND ELEVATION 340-ft TEST PIT SIZE EXCAVATION CONTRACTOR NW Excavatln _ _ GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION — LOGGED BY KTK CHECKED BY KDR AT END OF EXCAVATION NOTES Depth of To soil & Sod 6"-12": forest duff AFTER EXCAVATION . --- _Y w o- �Lu w Lu L TESTS a. 2z a MC = 2.50% MC = 1.80% Fines = 2.50% MC = 2.00% � U U a0 SM MATERIAL DESCRIPTION y A, Dark brown TOPSOIL -trace roots to 6' Tan silty SAND with gravel, medium dense, damp J . _ Tan well -graded GRAVEL with sand, dense, damp [USDA Classification: extremely gravelly coarse SAND] i -slight caving from 3' to 6' GW i R IL w 7.5 Test pit terminated at 7.5 feet below existing grade. No groundwater encountered during excavation. Caving observed from 3.0 to 6.0 feet. Bottom of test pit at 7.5 feet. 337. Earth Solutions NW 1805 -136th Place N.E., Suite 201 WanBellevue, Washington 98005 Telephone: 425.449-4704 Fax: 425- 49-4711 TEST PIT NUMBER TP-2 PAGE 1 OF 1 PROJECT NUMBER ES-6375 PROJECT NAME S.W. 320th Street Piet DATE STARTED 10126118 COMPLETED 10/26/18 GROUND ELEVATION 345 ft TEST PIT SIZE EXCAVATION CONTRACTOR NW fwxCavating _ GROUND WATER LEVELS: EXCAVATION METHOD _ _ _ _ AT TIME OF EXCAVATION LOGGED BY KTK CHECKED BY KDH AT END OF EXCAVATION NOTES De th of Topsoil & Sod 6"- 12": forest duff _ AFTER EXCAVATION — w a� U a +K � M TESTS U a 0 MATERIAL DESCRIPTION a U1 J �.. 2z C7 Q 0 — _ Dark brown TOPSOIL SL,, •", -trace roots to 6.5' 1.0 Tan sandy SILT with gravel. medium dense, damp ML MC = 8.20% Fines = 50.40% 3.10 [USDA Classification: gravelly LOAM] Tan poorly graded GRAVEL with sand, dense, damp o ° o° n as GP 0❑ -slight caving to 7' �C 0 o ❑ Q ❑ o _ MC = 3.10% $'o Test pit terminated at 8.0 feet below existing grade. No groundwater encountered during excavation. Caving observed from 5.0 to 7.0 feet. Bottom of test pit at 8.0 feet. Earth Solutions NW 1805 -136th Place N.E., Suite 201 Bellevue, Washington 98005 Telephone: 425-449-4704 Fax: 425-449.4711 TEST PIT NUMBER TP-3 PAGE 1 OF 1 PROJECT NUMBER ES-6375 PROJECT NAME S.W, 320th Street DATE STARTED 10126f18 COMPLETED 10126/18 _ GROUND ELEVATION 345 ft EXCAVATION CONTRACTOR NW Excavatinq GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION _ — LOGGED BY KTK _ CHECKED BY KDH _ AT END OF EXCAVATION NOTES Depth of Topsoil & Sod 6"- 12": forest duff _ _ AFTER EXCAVATION . w a. _ I �w TEST PIT SIZE n 00 TESTS o_ O MATERIAL DESCRIPTION w-- n 2 z c7 a 0 -Dark brown TOPSOIL TPSL, p, 1.0 -trace roots to 6' Brown silty SAND with gravel, loose to medium dense, moist SM a:a Tan poorly graded SAND with gravel, dense, damp MC = 2.10% SP -slight caving to BOH MC = 1.80% 7.0 [USDA Classification: very gravelly coarse SAND] Fines = 1.70% 'test pit terminated at 7.0 feet below existing grade. No grc excavation. Caving observed from 5.0 feet to BOH. Bottom of test pit at 7.0 feet. n encountered during w z w Earth Solutions NW TEST PIT NUMBER TP-4 1805 -136th Place N.E., Suite 201 PAGE 1 OF 1 Bellevue, Washington 98005 Telephone: 425-449-4704 Waft Fax: 425-449-4711 PROJECT NUMBER ES-6375 PROJECT NAME S.W. 320th Street Plat DATE STARTED 10/26118 COMPLETED 10/26/18 GROUND ELEVATION 350 ft TEST PIT SIZE _ EXCAVATION CONTRACTOR NW EXCayatinq ^ GROUND WATER LEVELS., EXCAVATION METHOD _ AT TIME OF EXCAVATION LOGGED BY KTK CHECKED BY _KDH _ AT END OF EXCAVATION _— NOTES Depth_ To soil $, Snd 6"-12": brambles _ AFTER EXCAVATION uj CL U n rw TESTS N ai fL O MATERIAL DESCRIPTION w �- 2 z C7 a 0 Dark brown TOPSOIL (Fill) PS 1.0 -trace roots to BOH 349.0 Brown silty SAND with gravel, loose to medium dense, moist (Fill) -plastic and ceramic debris to 4' -becomes medium dense to dense SM - MC = 4.60% 4.0 346.0 Tan poorly graded SAND with gravel, dense, damp SP MC = 10.20% 7.5 —_ 342.5 Test pit terminated at 7.5 feet below existing grade. No groundwater enGountered during excavation. No caving observed. Bottom of test pit at 7.6 feet. Earth Solutions NW 1805 - 136th Place N.E., Suite 201 Bellevue, Washington 98005 Telephone: 425-449-4704 Fax: 425-449-4711 PROJECT NUMBER E5-6375 PROJECT NAME TEST PIT NUMBER TP-5 PAGE 1 OF 1 DATE STARTED 10126/18 COMPLETED - 10126118 GROUND ELEVATION 350 ft EXCAVATION CONTRACTOR NW.Excavating GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION — LOGGED BY KTK CHECKED BY KDH AT END OF EXCAVATION NOTES De th of Topsoil & Sod 6": forest duff _ AFTER EXCAVATION uJ a� U Cd a u g TESTS v a O MATERIAL DESCRIPTION (n J 2 Z C9 4 co Dart brown TOPSOIL, trace mots to 5' Tan si4 SAND with gravel, medium dense, moist SM TEST PIT SIZE Tan poorly graded GRAVEL with sand, dense, damp MC = 3.30% ° a° 0 0 aC °oo o° GP 0 � 0 0 �o o° MC = 4.50% 7.0 Test pit terminated at 7.0 feet below existing grade. No groundwater encountered during excavation. No caving observed. Bottom of test pit at 7.0 feet. i r Earth Solutions NW 1805 -136th Place N.E., Suite 201 VWBellevue, Washington 98005 Telephone: 425-449-4704 Fax 425- 49-4711 TEST PIT NUMBER TP-6 PAGE 1 OF 1 PROJECT NUMBER ES-6375 PROJECT NAME S.W. 320th Street PI DATE STARTED 10/26/18 COMPLETED 10/26/18 GROUND ELEVATION 345 ft EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION -- LOGGED BY KTK CHECKED BY KDH _ AT END OF EXCAVATION NOTES Depth of Topsoil & Sod 12 forest duff _ AFTER EXCAVATION _ - W a v }} W.rA. W = I— 2 (7 Le W M TESTS (O MATERIAL DESCRIPTION 2Z D a Q Dark brown TOPSOIL SL %,~" -trace roots to BOH Tan silty SAND with gravel, loose to medium dense, mois TEST PIT SIZE SM 1-1 20 Tan poorly graded GRAVEL with sand, medium dense to dense, damp a a n° a l"7 a a° a 1'1 a o l) GP C3 a f'1a ❑O u ❑a dp 0 00 p [USDA Classification: extremely gravelly coarse SAND] MC 2.2 =0 9.0 Fines = 4.10% _ Test pit terminated at 9.0 feet below existing grade. No groundwater encountered during excavation. No caving observed. Bottom of test pit at 9.0 feet. Appendix B Laboratory Test Results ES-6375 Earth Solutions NW, LLC Earth Solutions NW, LLC 1805 - 136th PL N.E., Suite 201 Bellevue, WA 98005 Telephone: 425-449-4704 Fax: 425-449-4711 PROJECT NUMBER ES-6375 U.S. SIEVE OPENING IN INCHES 10 9 9 8 8 7 7 6 6 w 5 Co w 5 z w H 4 z w 4 w n. 35 30 25 20 15 10 5 0 3 PROJECT NAME SW 32 U,S. SIEVE NUMBERS I GRAIN SIZE DISTRIBUTION HYDROMETER 810 14 15 21mu' �imw �■iin iuiun�m IIIII mn,'! IIHIIIIIII�■III �� IINIII� IIIII 100 14 1 0.1 GRAIN SIZE IN MILLIMETERS GRAVEL f SAND COBBLES �"o��,, SILT OR CLAY coarse fine coarse medium fine a Specimen Identification Classification Cc I Cu 3 • TP-01 3.50ft. USDA: Tan Extremely Gravelly Coarse Sand. USCS: GW With Sand. 1.97 18.40 W M TP-02 2.50ft. USDA: Tan Gravelly Loam. USCS: Sandy ML. LU A TP-03 7.00ft. USDA: Tan Very Gravelly Coarse Sand. USCS: SP With Gravel. 0.39 15.25 W x * 0 TP-06 9.00ft. USDA: Tan Extremely Gravelly Coarse Sand. USCS: GP with Sand. 0.76 25.68 n Specimen Identification D100 D60 D30 D10 LL PL PI %Silt %Clay 0 TP-01 3.5ft. 37.5 7.802 2.553 0.424 2.6 o M TP-02 2.5ft. 19 0.258 50.4 W A TP-03 7.Oft. 37.5 5.173 0.828 0.339 1.7 N * TP-06 9.0ft. 1 37.5 6.648 1.145 0.259 4.1 Report Distribution ES-6375 EMAIL ONLY Bush, Roed, & Hitchings, Inc. 2009 Minor Avenue East Seattle, Washington 98102 Attention: Mr. Ted Dimof Earth Solutions NW, LLC STATE OF WASHINGTON, COUNTY OF KING } AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Ken Spurrell, being first duly sworn on oath that he is the Legal Advertising Representative of the Federal Way Mirror a weekly newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a weekly newspaper in King County, Washington, The Federal Way Mirror has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the Federal Way Mirror (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, (Ad #853903) a: FW Legals Published 1 time(s) beginning on 04/26/2019 and ending on 04/26/2019. The full amount of the fee charged for aid foregoing publication is the sum of $148.02. Ken Spurrell Legal Advertising Representative, Federal a irror Subscribed and sworn to me this 26th da Qf2019. r$ �N 1%%%% vF lo''i,, ;14 00 Allen F. eme , Notary Public fo lL�&asl�t9 o� nsO' e Residing in Tacoma, Washington City of Federal Way FWM853903 540-1 �o- om a=��aoo°r° �g°a � a FQ - C N 7 O N� CL m c U aU C •C Y r C O U L �N ` d d N = O m@ Z c m C OC O Q L R d N O d 0 CU cO O U C CU +4f+ nr2 «a_ 4n >a�r m m c�iN«`m.Ei���c�� a» y� J aa�i�� aiTE U caE�6m N ENE-0 o ° mNYa tJ co 'o E m= o u) O T N a m o 0 a c 'o� E oC rn E Nm� O- dUO�W m�CN. w O CWco �ON_C N-�-_QrNW a0i o•>Oo a>o �� �� M r " Q a �m C O= Q- i� 0� 0 C O ca m C C N Of Q Q Y NJ N y C G� ON 'C'L N f0U-O 7^a W W F U'-' n�+W eO. - co d O N O C Q O d p � N ;C N tv N C U t0 U .�0-'-+ U O �Q1L L-+2� � .ti. LJ O NT O tt SL EO_ y oar C 2 CDCIJ a�isaF- c. .� w orwn c c yJ c c. 6�4�Q E "�E EmNc��oaco a� dc�: D ��3i= QoCL J Q C C C N-N� C d U- N W Z� tl y0. U cm J r N y LL� �. -� LL ovQ��-0�aaEa�Uu�,,_;o- -�'�a a, a�� ra o`-° O C. „" N = 9- N U N N a O E- cn C C y U U C N=.m n• a� a"i mY o'6 c .- �-0 �+- m o0o E_m o'- �.t `,° 3� pmm d w L �-+ U E r = E S y cp t0 WC �w OW'NO�CtwiQ GdLL<VO�Om_mm �� NCLLON =C7 V R •N eUd C� Z esO dE i.. Q N 'J �O rra N a r+ N .. N O O) d` O �` L r Or rO d U O d oZ o�mm c��m¢,°32�rn a�y�3om �Eo� Eo taco cat Z L W R r. 0 .� 6) z h L .0 L C 6J O) d C U L O d•- CO '] `u u NF- d ur oO o a�« o � �rrr c o ca .c Ccz .oar U y � 0-- m O N tla O m N m m m O L6 .- ` -w yk �k N r H i m U O) m o� 'a .- y r Al R •Q c0 }U'' d d O •2 m N N !O 6f N �' M �L-' C N UJ Ol C7 ,F; R W r 7 a. N 7 N C CI a0+ C E aa a� n Qooaak000x 3a =a� ;� � ��?w �a .NoEr� E�2 �� =9 2 k6 �&&Zaw 23/ kf�e=k§» CO CS, a ƒ-�� \@ate/#aCL ®{/#m/ kG 2/»G -� o�E -u, c" �@«f7 {Z\£fE�aa«22EfR#ƒ\ »�» �°E-`®Ea-/f $»�_ §-£7d/kk§\\k}22�p £R�`2 _°\-»°=�`2s;k�cz <£�k§;-�§%�%� (#�#§�§k)2k/f72�ais==eaa 2/[[»dk;/t�agf��\■�®/ƒ$� mgk»�E■®2a§&a\«e■��__ > =o=)-_�E$%#72 E#E��E 2/k0�55§S\3£�q§ ~f\\=k/»/E°E�» ° /ƒ]a#\J=�e/\]\§J\\m ƒ«\k§kk\�§/k�$ƒ�kES:E a\ ■o��fa-` •fir@ k\kf iz£UWU =esz2Aa=�« Land Use Notices I City of Federl Way Page 1 of 5 Home (/) / Land Use Notices Land Use .Notices Translate Some land use (planning) applications require a public notice. These notices include a Notice of Application (NOA), Notice of Determination of Nonsignficance (DNS; also referred to as a SEPA notice); Notice of Mitigated Determination of Nonsignificance (MDNS), Notice of Public Hearing, and a few others. The notices are published in the Federal Way Mirror. Some are posted at the project site and at the Federal Way libraries and City Hall; and in some cases, mailed to surrounding property owners. Disclaimer: Only the notice published in the Federal Way Mirror is considered the official legal notice. The notices below are intended for informational purposes only. They cover roughtly the last six months. Please contact the Permit Center at 253.835.2607, or email(mailto:permitcenter@cityoffederalway.com), with any questions. Federal Way Land Use Notices Published Type Date NOA 4/26/2019(/ sites/default/files/Documents/Department/CD/Planning/Lan 20Use/Upland%20FW0/02OPre%20PIat0/020NOA.iDclf) DNS 4/12/2019(/sites/default/files/Documents/Department/CD/Planning/Lan 20Use/Notice0/020of0/020 D N S. pdf) Project Name I Address pland Federal 2200 SW ray 320th St reliminary Plat 018 Shoreline Master Citywide Program Periodic Review https://www.cityoffederalway.com/node/l 962 4/29/2019 41k o. 10'::tSp Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www,ciiyoffederalway.com DECLARATION OF DISTRIBUTION I, E. Tina Piety hereby declare, under penalty of perjury of the laws of the State of Washington, that a: 0 Notice of Land Use Application/Action ❑ Land Use Decision Letter ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Optional DNS/MDNS ❑ FWRC Interpretation ❑ Other ❑ 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 ❑x emailed ❑x mailed ❑ faxed and/or ❑ posted to or at each of the attached addresses on A ril 25 & April 29 2019. Project Name Upland Federal Way Preliminary Plat File Number(s) U Signature Date April 29, 2019 41k CITY OF 14'::tSP Federal Way NOTICE OF LAND USE APPLICATION Project Name: Upland Federal Way Preliminary Plat Project Description: Proposed subdivision of two parcels (2 acres) into 11 single-family residential lots. The project includes open space, street improvements, a storm drainage facility, and utility improvements. Applicant: Yuan Family Holdings 2018 PR, 10906 80"' Place NE, Kirkland, WA 98034 Project Location: 2200 SW 320d' Street Parcels #132103-9002 & 132103-9091 Date of Application: March 21, 2019 Date Determined Complete: April 15, 2019 Date of Notice of Application: April 26, 2019 Requested Decision and Other Permits included with this Application: The applicant requests a Preliminary Plat decision (file #19-101302-SU) issued by the Federal Way Hearing Examiner pursuant to Federal Way Revised Code SITE M r sw olm ST i SW LMD ST F•[ sw 3x2no PL SW um V (FWRC) Chapter 18.35. Additional permits and/or approvals in conjunction with the preliminary plat decision include a threshold determination pursuant to State Environmental Policy Act (SEPA) Rules WAC 197-11 (file #19-101304-SE), Transportation Concurrency (file #19-101305-CN), Street Modification Request (file #19-101308-SM), and a Forest Practices Class IV General Permit. Environmental Documents: Environmental Checklist, Tacoma Smelter Plume Test Results by BRH (March 18, 2019), Geotechnical Engineering Study by Earth Solutions NW LLC (December 7, 2018), and Storm Drainage Report by BRH (March 18, 2019). Development Regulations to Be Used for Project Mitigation: FWRC Title 14, "Environmental Policy"; Title 16, "Surface Water Managemene'; Title 18 "Subdivisions"; and Title 19, "Zoning and Development Code." Consistency NMh Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable policies and regulations, including but not limited to: the Federal Way Comprehensive Plan; FWRC; King County Surface Water Design Manual as amended by the City of Federal Way,- Public Works Development Standards,- Lakehaven Water and Sewer System Design and Construction Standards; South King Fire and Rescue Administrative Policies; and Federal Way Public Schools Safe Access Policies. Public Comment: Any person may submit written comments regarding the application to the Hearing Examiner by delivering these comments to the Community Development Department prior to the public hearing date, or directly to the Hearing Examiner at the public hearing. Any person may provide verbal comments during the public hearing. A Notice of Public Hearing will be issued approximately 15 days prior to the hearing date. 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: Senior Planner Stacey Welsh, 253-835-2634, stacey.welsh@cityoffederalway.com Printed in the Federal Way Mirror April 26, 2019_ >,' 31�rmn v�v� w� wean �ww•w.c�o�s.n warraz�n n.*.wrwvee yE LNG s I III III } j mw "k I I s Z N�II �� III o� I&1gI m-4 I I r Im l -n III cn m I I I Qy ^ \ \ \cn Z - I L__ -J I L_ -n L---LIT J A I S 2 0 i/ r1 Ww ! T /�/l/ m- I -------- k r_ L----_ ---"— —� I A I j! III I ��---' Wco co I&f III L� �s I T III m INI�I I m ?� I g I I IEDIII T y_ L �- - - - I I III a T -- "" I I III I l m I I i I -J LAB i _1• ' L---_--_— _ o co LS L3 T lgg Cn m y- — - — -� 21ST AVENUE SW 'e_ Be s S q N n G G G $ G G S' E s p G C 6 G 2 G G g m 3 3 3 No rC Fi a gy � PP F g P N q q N g 8 8 e u L g$ 8 # f s s o x 8 s F s Y s R Ig 9 K I C g a F{ s e -_ s s��j v eI o m u�p =iwV�m_uIg'"s -'��� agffiga ff, Nt I PRELIMINARY PLAT AREAS &DIMENSION :v o r BUSH, ROES] & HITCHINGS, INC. osp N 2200 S.W. 320TH STREET LAND SURVEYORS & GVIL ENGINEERS 1 " s YUAN FAMILY HOLDING 2018 PR T� xw W40R ACE EAST mmaaa-e1Aa rM N O - 12 r 90102 13 FAxS (206) W2 7135 F DEiiAL WAY WASHINGTON JENNIFER WOJCIECHOWSKI FWPS 33330 8T" AVE S FEDERAL WAY WA 98003 0 wojciec@-tmps.orq CITY OF FEDERAL WAY PARKS DEPT ATTN: JOHN HUTTON John.Hutton@r-!_tyoffederalway.com SOLID WASTE DIV KING CO DEPT OF NATURAL RES 201 S JACKSON ST STE 701 SEATTLE WA 98104-3855 neil.fu li kin count . ov BRIAN ASBURY LAKEHAVEN UTILITY DIST PO BOX 4249 FEDERAL WAY WA 98063 b@sLurt@lakehaven.org SOUTH KING FIRE & RESCUE 31617 1 ST AVE S FEDERAL WAY WA 98003 chris.cahan southkin fire.or CENTURY LINK COMMUNICATION 23315 66T" AVE S KENT WA 98032 KRISTI KYLE OSP ENGINEERING WA/OR/N ID JERRY STEELE PSE REGIONAL STRUCTURE AT&T CABLE MAINTENANCE COMCAST CABLE COMM PO BOX 97034 11241 WILLOWS RD NE STE 130 4020 AUBURN WAY N BELLEVUE WA 98009-9734 REDMOND WA 98052-1009 AUBURN WA 98002-1315 Tina Piety From: Tina Piety Sent: Monday, April 29, 2019 9:20 AM To: 'Jennifer Wojciechowski'; 'neil.fujii@kingcounty.gov'; Chris Cahan; 'Brian Asbury'; John Hutton Cc: Stacey Welsh Subject: Notice of Land Use Application Attachments: Upland FW Pre Plat NOA.pdf Hello, Attached you will find a Notice of Land Use Application for the City of Federal Way's Upland Federal Way Preliminary Plat project. Please contact Senior Planner Stacey Welsh at 253-835-2634, or stacev.welsh cityoffederalway.corn, if you have any comments and/or questions regarding this notice. Regards, E. Tina Piety, CAP -OM Administrative Assistant 11 Federal Way Community Development Department 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:2,53/835-2601 Fax: 253/835-2609 www.citvoffederalway.com Stacey Welsh From: Ted Dimof <TedD@brhinc.com> Sent: Friday, April 26, 2019 10:37 AM To: Stacey Welsh Cc: Heather Bray; Vincent FEI Subject: Upland Federal Way Preliminary Plat - 19-101302-SU and 19-101304-SE Attachments: SW 320th jpg; 21st Ave. SW.JPG; Completed Sign Installation Certificate.pdf Hi Stacey, The boards have been installed. Attached are pictures showing the installed boards and the sign installation certificate. Thank you Ted CNN MICI IPSLNS Ted Dimof, PE Engineering Division Manager / Principal Bush, Roed & Hitchings, Inc. 2009 Minor Avenue East Seattle, WA 98102 (206) 323-4144 (ofrice) (206) 720-3572 (direct) (206) 323-7135 (fax) tedd@brhinc.com www.brhinc.com % It COMMUNITY DEVELOPMEN'r DEPARTMEN,r 33325 8"' Avenue South Federal Way, WA 98003-6325 253-835-2607:Fax 253-835-2609 NOTICE OF APPLICATION SIGN INSTALLS ��TION CERTIFICATE Project Naine: () R-A-4-0 4r1117{ Project File No: 2 0 Project Address: `2-tLvo SVj Installed By: �'= �'�- Date of Installation: Location of .Installation:U ' �'' - - =, S� •�" *Please forward pictures of the posted sign to the project's planner.* I hereby testify that the sign installed fully complies with the installation standards outlined in Federal Way Revised Code (FWRC) Title 19 `Zoning and Development Code' and that the sign will be maintained until a final decision is issued on the land use action and/or environmental threshold determination. I understand that failure to return this certificate within five days of posting may result in delays, notice of corrections, and re-rna.ilings at the applicant's expense. Installer's Name r" Installer's Suture d , Date Phone Bulletin #036 —March 7, 2018 Page I of I k:\Handouts\Sign Installation Certificate ij. W, e DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 81h Avenue South A�k PO Box 9718 CITY OF Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 FederalWay www.citvoffederolwa .com DECLARATION OF DISTRIBUTION 1, �11 1V1 yvk'��- 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 i Tl Z6 ' 2019. Project Name _ V File Number(s) Signature owl 11 Date TWA K:\PLANNING INTERN\Declaration of Distribution notices\2011\11-102869-00-UP Declaration of Distribution with Posting Sites.doc Posting Sues: 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 K:\PLANNING INTERN\Declaration of Distribution notices\201 1\1 1-102869-00-UP Declaration of Distribution with Posting Sites.doc 41k CITY OF Federal Way NOTICE OF LAND USE APPLICATION Project Name: Upland Federal Way Preliminary Plat Project Description: Proposed subdivision of two parcels (2 acres) into 11 single-family residential lots. The project includes open space, street improvements, a storm drainage facility, and utility improvements. Applicant: Yuan Family Holdings 2018 PR, 10906 80th Place NE, Kirkland, WA 98034 Project Location: 2200 SW 320th Street Parcels #132103-9002 & 132103-9091 Date of Application: March 21, 2019 Date Determined Complete: April 15, 2019 Date of Notice of Application: April 26, 2019 Requested Decision and Other Permits Included with this Application: The applicant requests a Preliminary Plat decision (file #19-101302-SU) issued by the Federal Way Hearing Examiner pursuant to Federal Way Revised Code SITE SW 520n+ ST _ — ,! tsw 322HQ ST P SW 322140 PI. i SW 323RD 5T (FWRC) Chapter 18.35. Additional permits and/or approvals in conjunction with the preliminary plat decision include a threshold determination pursuant to State Environmental Policy Act (SEPA) Rules WAC 197-11 (file #19-101304-SE), Transportation Concurrency (file #19-I01305-CN), Street Modification Request (file #19-101308-SM), and a Forest Practices Class IV General Permit. Environmental Documents: Environmental Checklist, Tacoma Smelter Plume Test Results by BRH (March 18, 2019), Geotechnical Engineering Study by Earth Solutions NW LLC (December 7, 2018), and Storm Drainage Report by BRH (March 18, 2019). Development Regulations to Be Used for Project Mitigation: FWRC Title 14, "Environmental Policy"; Title 16, "Surface Water Management"; Title 18 "Subdivisions"; and Title 19, "Zoning and Development Code." Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable policies and regulations, including but not limited to: the Federal Way Comprehensive Plan; FWRC,- King County Surface Water Design Manual as amended by the City of Federal Way; Public Works Development Standards; Lakehaven Water and Sewer System Design and Construction Standards; South King Fire and Rescue Administrative Policies; and Federal Way Public Schools Safe Access Policies. Public Comment: Any person may submit written comments regarding the application to the Hearing Examiner by delivering these comments to the Community Development Department prior to the public hearing date, or directly to the Hearing Examiner at the public hearing. Any person may provide verbal comments during the public hearing. A Notice of Public Hearing will be issued approximately 15 days prior to the hearing date. 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: Senior Planner Stacey Welsh, 253-835-2634, stacey.welsh@cityoffederalway.com Printed in the Federal Way Mirror April 26, 20 M t 4�� Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8th Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.cityoffedera_Iway.cpm DECLARATION OF DISTRIBUTION I, Maria Smith hereby declare, under penalty of perjury of the laws of the State of Washington, that a: 0 Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ 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 ❑ emailed El mailed ❑ faxed and/or ❑ posted to or at each of the attached addresses on tr'+ April .2 S 2019. Project Name Upland Federal Way Preliminary Plat File Number(s) 19-101302-SU Signature166t Date Aril A'2019 44k CITY OF Federal Way NOTICE OF LAND USE APPLICATION Project Name: Upland Federal Way Preliminary Plat Project Description: Proposed subdivision of two parcels (2 acres) into 11 single-family residential lots. The project includes open space, street improvements, a storm drainage facility, and utility improvements. Applicant: Yuan Family Holdings 2018 PR, 10906 800' Place NE, Kirkland, WA 98034 Project Location: 2200 SW 320' Street Parcels #132103-9002 & 132103-9091 Date of Application: March 21, 2019 Date Determined Complete: April 15, 2019 Date of Notice of Application: April 26, 2019 Requested Decision and Other Permits Included with this Application: The applicant requests a Preliminary Plat decision (file #19-101302-SU) issued by the Federal Way Hearing Examiner pursuant to Federal Way Revised Code �i SITE SW 320TH ST - -_ iSW 322ND V F �$ SW 322ND PL SW 323M ST —1# (F)AIRC) Chapter 18.35. Additional permits and/or approvals in conjunction with the preliminary plat decision include a threshold determination pursuant to State Environmental Policy Act (SEPA) Rules WAC 197-11 (file #19-101304-SE), Transportation Concurrency (file #19-101305-CN), Street Modification Request (file #19-101308-SM), and a Forest Practices Class IV General Permit. Environmental Documents: Environmental Checklist, Tacoma Smelter Plume Test Results by BRH (March 18, 2019), Geotechnical Engineering Study by Earth Solutions NW LLC (December 7, 2018), and Storm Drainage Report by BRH (March 18, 2019). Development Regulations to Be Used for Project Mitigation: FWRC Title 14, "Environmental Policy"; Title 16, "Surface Water Management"; Title 18 "Subdivisions"; and Title 19, "Zoning and Development Code." Consistency ,with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable policies and regulations, including but not limited to: the Federal Way Comprehensive Plan; FWRC, King County Surface Water Design Manual as amended by the City of Federal Way; Public Works Development Standards; Lakehaven Water and Sewer System Design and Construction Standards; South ling Fire and Rescue Administrative Policies; and Federal Way Public Schools Safe Access Policies. Public Comment: Any person may submit written comments regarding the application to the Hearing Examiner by delivering these comments to the Community Development Department prior to the public hearing date, or directly to the Hearing Examiner at the public hearing. Any person may provide verbal comments during the public hearing. A Notice of Public Hearing will be issued approximately 15 days prior to the hearing date. 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 8t' Avenue South, 2nd Floor, Federal Way, WA 98003. Staff Contact: Senior Planner Stacey Welsh, 253-835-2634, Stacey.welsh@cityoffederalway.com Printed in the Federal Way Mirror April 26, 2019. sr.x- .9 u I o av�IM, fKn1FL'A L. u Oc Lim CA m �qgu I I III , I i I Lit \\l co -n +r w I N - 9 V. 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King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a survey product 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 County. •1731 •31a•41 1 B40 •1729 167.'Wj r ZOi i , 16? W 0! I' 3laza 16 95t I k.1 O�I'^F 7950-, 167,95AIRP Fo'�'• l.;�FA9,50^ , ,,ii ti 16?95 U 1° `ti67 . 41679504, y •1702 16795R3Cr: � WC'7��$ , M. 1 C7N U21'] 16, ji lJCV 4, •1717 567�M,, Z) 1`r 1 93 .' 41679 ,J•70� •1721 4 31929 , ,• ; 67:►�,uvz9W 416?9d0tOI r n _ �1125 5 416?95001?0 4 795'053i 0i0�5�{5•i�0 5�� ■32020 41t�4A5 fi001 6 f5004IA r� SW 32 f 2076 l�"+ a�045� 0. c? F504 ozram. 164 ,, � lsl Jr �a 100!014'4' Q40 r�'� f.0.6456Q7e i 3203� r 0 1Q,�3■�?v°60 a , 0�+,wr�1Li r` t?�l'7=fA ,32110 �i3x039` �0 (� �aCZ� S0=5�1i773 ti I�a'i •JV'7.f� � r 3211 L V ar0.1 �J2Q4V �� :•1J •32IL24 " S j� n :3Z10 ` L�1045�15I6C? r_ ' 0104 0,�4,y0 1 �� -321039102 •a xl za k r z1•1� f 1 .1 , i -0 1045VLNR Y ■32130 i?' 0 f•. J��Ja�i. 010 50�. I tr4, .�. I 0i0450, 6160 010450L fir` � • `�o [ j a3 a1"�40826 j r 010-F0�� a f �]-F.•a Yl�s sa; �21280104546 �0 .� Y, [?,;1J45t'l8 [] (}1C 0 i oV50 UN KN ai10 rvf�a t 1 'nor Fr1.t6l 41 ,1810 Tail � 2112 King County Assessor's Office. King G� +fit' Gi � Four •ty, Klnicounty Date: 11 /13/2018 V9V C enter x "AR 21IN 44 ty :'OFF Y COMMUN[TY Federal Way Mirror Friday, April 26, 2019 Auto LEGAL NOTICES Au,ti,ns �'i AUCTION NOTICE! The Contractor shall complete all work within 15 Daily Journal of Commerce: April 27, 2019 days, 14ay4,2019 Incompliance with working .` The bidder is urged to check the plans and con- FedaralWay Mirror:Apfil25, 2019 RCW 46.55.130 Fi cierr�l VG# y tract provisions carelullyt 5vww,Cilydffederalway.Cdrrubids May 3, 2019 State of Washington CITY OF FEDERAL WAY All bid proposals shall be in accordance with ilia #853985 MVTOWfn LLC 9 REQUEST FOR PROPOSAL Instructions to Bidders and all other contract docu- I 11�iiiNi�3 andABTTowing CLASSIFICATION/COMPENSATION STUDY AND ments. Any questions nacem!ng the descr!p!ion & Recovery WORKLOAD ANALYSIS of the Work contained In the contract documents Dogs of Federal Way, will sell to the highestbidderat PURPOSE OF REQUEST must be directed to Fal Tang, P.E., SWM Pf0*9 The City of Federal Way ('City') is requesting Pro, Engineer, by email at Iet.tang�Cilyaffederdl AKC Poodle Puppies 33125 15th Ave. S. pawls for the purpose at a CfassilicallanlCompen- way.Com, or by letter addressed 10 Fen Tang, RE., Federal Way. Study and Workload Arlalrss. Thu City's SWM project Engineer, The questions must be re- TeacupstTinyToys Federal Way, WA 98003 2 Females, Black & satarl NOTICE OF LAND USE APPLICATION needs are oulllned in the Request for proposal caived by the City on or before Thursday, May 9, Project Name: Upland Federal Way Preliminary I P Y y White Parti, Choco- on5/3/2019 ('RFP'), which is available on the City of Fedefa! 2019 to allow a written reply 10 reach all prospec Plat late/Red Phantom, at10:OOam Adorable Little Girls. Viewing starting at9am. Way Webatew_ww'cltvMledualwWALM-G!ds. five Old ders before the suhmicslonat thelr bids. TIME SCHEDULE BID DOCUMENTS: Pralatl OaserfpUon: Proposed subdivision Of two parcels (2 acres) into 11 single-family residenfial A Litter Due in June! Reserve your puff ABANDONED AUCTION The City will follow the following timetable, which free access to project bid documenls should result in a selection of a firm by approxi- (plans, ST)W loalloris, addenda. and Bidders List) lots. The prajedi Includes open spate, strict im- a storm drainage facility, and utility of Love! VEHICLE 360-249-3612 Saturday9:00 A19 Preview s:oo AM moiety June 17, 2019 Ls pill dad 1a Prime Bidders. 5ubxi+ttraetors, and provemems, going to www.bxwa.com and clicking improvements, issue RFP April 19, 2019 Vendors by q A Applicant: Yuan Family Holdings 2018 PR, 10906 "Pasted 'Public Works," 'City of PP y - - Auction 10:00 AM Deadline for Submittal of Proposals May 17, 2019 on Protects,` and 2010 Way." This Online, room provides Bid- 81Ih Place NE, Kirkland, WA 98Q34 A -Seattle Towing, LLC ! • , _ 132261st Ave S. Burien preliminary Seacfien of Firm dvna 10. Federal plan Notify Firm Chosen June 24,209 dais with Tully usable online documents with the Project Location: 2200 SW 320th Street, Parcels vlaw, order full1parlial 4132103.9002 & 132103-9091 206-856A38e www.towseattle.com IPISTRUCTIORSTO PROPOSERS ability to-. download, print, All proposals should be sent to: plan sell from numerous reprographic sources, Oale of Application: March 21. 2019 ou It is resnm- Data Determined Complete: April16.2019 ._i Jean Stanley, Manager and a free angne dig tirerRake-elf SOM. City of Federal Way mended that Bidders 'Reglsler In order to reWye Req of Notise of Apn -aridhali Ot April er its I Requested Oee!slOn and Otker Permits Included - e r t , Every Thursday 33325 8th Ave S automatic e-mail notification Of future addenda and Federal Way, WA 98003 6325 to place themselves on The -5slf-Registered Bid- with this Application: The applicant requests a Prellminary plat docision (file 019.101302-SUj ly Preview at 11 am Auction at 1 pm {2 ) 83S g532 derS Li51." Blddars that da not register vdl! not be AIT proposals mast he in a sealed envelope and automatbily notified of addenda and will Mad 10 sued by The Federal Way Hearing Examiner pursa- ant to Federal Way Revised Code (FWRC) Chapter Garage/Moving Sales King Gvun tail clearly marked In the lower left-hand corner: pedodicaily cheat the On-line plan Tar addenda iu- "RCP-Classilieatlon/Compensafion Study and sued on this project. Contact Builders Exchange of 18.35, Additional perm11S 00101 approvals in can- 258 1383, requite ivnct on u+lh the preliminary plat decision Include ;i i 1220 So. 343" Street 98003 Workload Analysis". Washington at {425} should you All proposals mull he received by 5:00 PM on assistance wish access of registration, a Threshold determinatfon pufsuanl 10 State Emri- May 17, 2019. at which time they will be opened. An informational copy of plans, spedfl awns. ronmenial Policy Act {SEPA} Rules WAC 197-11 Trarmportalion Concurrerccy • • Federal Way, wynv,kanitawln8,� Three (3) copies of the proposal must be present- and addenda are also available for vlewing only at (file #19.101304•SE), (file 119 1013f15 CN}, Street modiii Request 5Yss1' cu rills Caufnaflrl' rd. Faxed or Telephone proposals will not be ac- the Public Works Department, Fedaraf Way City Hall, 33325 Tith Avenue South, Federal Way, Wash- (File 119.101308-SM), and a Forest Practices Class Miscaitaneous Autos cepted. For a complete RFP Weket, please visit. our City Ington. IV General Permit. Title V! the Civil Environmental OaeumenSs: Environmental Check ABANDONED of Federal Way Webslte twrw.cit WfTTkaraL The City, In accordance with Of Rights Act oI 1964, 78 stall. 252. 42 U.S.C. 2000d list, Tacoma Smelter Pluma Test Results by BRH (>I-afl xtii.xxDs.T VEHICLE fNbids; a}y.cOStudy DeolethnlealEngineering 018). published inlheFederalWayMirrorApril26,2019 to Z000Qd-4 and Title 49 C,F,R„ Department of tMe18, Solution Secretary, Earth Solutions (December 7, 20t16. AUCTION . . Special Interest e R portLLC #853806 Transportation, Subetle +L Offia of the a Part 21. Nondiscrimination in Fede+ally-misted and Storm Drainage Report try BRH {March 18, �lI `l Towing 25923 781h Ave S. programs of the Department of Transportation is- 2019). sued pursuant t0 such Ad. hereby notifies a!I bid- Develapmenf Regulations to Be Used for Project 'Environmental 4 Kent, WA 98032 Fediy�trail Ojey ders That it vd8 affirmatively ensure That in any Miligallon, FWRC fiUe 14. Policy"; Title 16 'Surface Water Management"; Title 18 WEST SEATTLE Every'ruesday at COMMUNITY GARAGE at 11 AM CITY OF FEDERAL WAY contract entered Into pursuant to This advertise- REQUEST FOR BIDS meni, disadvantaged business enterprises as de- "; and Title 19, "Toning and Develop - DAY Viewing at 10 AM sAT SALE , MAY ti 253 854-7240 meat Code.' meal Code," 2019 Storm Pipe Repair Phase 1 RFB f!19-003 Tin dal 49 CFR Part 2& will afforded full Oppor- Consistens with Applicable Cf Plans acid BIDS: Sunk la submit b+ds in yes Onso t0 this Invitation for Hundreds of sales in one nalghbothood • mapfeal- ..�� SUBMITTAL OF SEALED Regulations: The projecct will be raw lved con- Notice is hereby given that the City at Federal Way. and will aril be discriminated against On the i s scene. with a8 applicable palidie5 and regale• ings available orm week Vehicles Wanted Washington, will receive sealed hide through May grounds of race, aalOr, nakonal or{gin, or sex in balore Safe day at 14, 2019, at 10:00 a:m„ al the City Hall Pvlohasinq COnstdefadan for an award. The City encourages lions, including but not limlfed l0: the Federal Way CAR Comprehonive Plan: FWRC; King County Surface westseattle DONATE YOUR garagesale.com TO CHARITY. Receive Oflkce of by US Mail at O at Federal Way, Pur- minority and Womett-owned firms io submit bids filer Design Manual as amended by IM CRY of t+ y maximum value of write chasing Office, 33325 8th Avenue South, Federal consistent with the Ctty's policy to ensure that Federal Way; Public Works Development Stash the maximum pra0dcabia Estate Sales on for your taxes. 1run, Way Washington 98003. Proposals received alter such lirm . are afforded nin or nail 10,00 a.m. on said date wit not be considered. Opportunity to COmpOfe for and obtain public tort- dard5; Lakchaven Water and Sewer System Design and Construction Slandards; South King Fire and Allconditionsaccepted. I[ad(s. Free pickup. Call for de- BID OPENING: Rescue Administralive Pollcles; and Federal Way All bids will be opened and read publlaly aloud at The Cootraclor will be required Io comply vrllh all Public Schools Safe Access Po1lCles tails, 855-635-4229. 10:10 a.m. on May 14, 2019, at Hylebos Meeting loaf, State, and Fedvaf laws and regulalions per- Public Comment: Any person may submit wriflon Federal Way, Salning to aqua! employment Opportunities. Make Roam, 33325 8Th Avenue South, comments %idin the application to the Hearin Washington, for this RM. The City anfldPIOS awarding this project to 1h0 g he e by bld successful bidder and (mends to give Nolice to Examiner by delivering These comments la the a LOTS OF STUFF! Come All bid proposals shall be accompanied a endlDepartment Prior 10 to the Nearing the deposit by a cashier's or cerliiied check, or Bid proceed as soon as The Contract and all required Community Development Ex - Lind what you are loolong Sp/^ �.�/ or at this all weekend Bond In an amount egtial To live percent (5%) 01 aseadaled documents are tkeculed in full. Regard- p person may p the amount 0f such bid proposal. Should the sift- less of the data of award or Notice to Proceed, the aminer at ttte puhfic hearing. Any 'ode verbal comments during the public hearing. A sale. Refiring and mov I/[-/F(5,I cesslul bidder fall to after 010 a contract and fur• Contractor must complete all work under Rtls pro- Notice aT Public Hra+ing will be issued approxi. ing to Eastern Washing ton. Come out and sae all the stun that must go! advertise in nish satisiadiary Performance Bond within the lime fact within 1S 1Varking days. maldfy 15 days prior to the hearing data. stated in the specifications, the bid deposit or bond RESERVATION OF RIGRTS: Availability of File and F-nvironmardal DOcu- to feiect This weekend Friday Saturdwery and Sunday Classifieds shall be forfeited to this City at Federal Way. The City of Federal Way reserves the right DESCRIPTION OF WORK: any and all bids, waive any Informaflfles or minor meats The official project life and referenced lre- determine which fanmental documents are available for public re the 28a1 27th and 2eth. 34315 170 Ave SE Au- today! burn WA 98092 rrsqularides in the Welding. and of: p P theVIEW duringnormal business hours al the This project shall replacing In bid CommunityDevelopment Department, 33325 81h Repairing and re lotto storm sewer pipes with- bid or bidder meets the criteria set his he' in the City of Federal Way. The work includes re- documenls- No bidder may valftdraw his ar he' bid slorm after the hour sal for the opening lflereol unless Avenuc South, Znd Roof, Federal Way. WA 98003, pairing and repiacsng ex sling delerraramd sewer pipes and restoring disturbed sdstlnq !m- the award Is delayed for a period exceeding thirty Staff Cdhlacl: Senior Planner Stacey Welsh, 253- 835-2634, stacey.welsh'ocityoflederalway.com 1-800-388-2527 1kss,fi,6@s .dpWi,hi.Vw such probe drlvasy sphaft chsscrelt PAW113 ap- (3)Dated the 26 day of April, 2019. Printed in the Federal Way Mirror April 26, 2019. SOUND(LASSIFIEDS.COM gutter, .ing Dates of Publication: #853903 Ita�l ,I T Measuring up to I"W11`fi111. .111jls—�tollsiltMarine 4 2 3 Mla .Ilanneus your expectations -„ f. 4A one ad at a time. d trot It -.....tilt, . ,. - Put Sound Classifieds to work for you! 2200OnloiifSmookarcrani aluminum boat, 2000 4slk outboard Yamaha motor, 12v electric Eide auto • C iiOO��t� r SOUND ����*fi /ids - in Prim & Online boat loader, and a boat loader rack. 1{ soundclassifieds.com • call toll free 1-800-388-2527 • email classifieds@soundpublishing.com �a�ea2sa13i115 . visit 19 f CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8rh Avenue South Federal Way WA 98003 253-835-7000; Fax 253-835-2609 www.cit offed r Iwo CoM DECLARATION OF DISTRIBUTION I, E. Tina Piety hereby declare, under penalty of perjury of the laws of the State of Washington, that a: I] Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ 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 IZI emailed ❑ mailed ❑ faxed and/or ❑ posted to or at each of the attached addresses on Aoril 23 2019. Project Name Upland Federal Way Preliminary Plat File Number(s) 19-101302-SU Signature Date _ April 23, 2019 CITY OF Federal Way NOTICE OF LAND USE APPLICATION Project Name: Upland Federal Way Preliminary Plat Project Description: Proposed subdivision of two parcels (2 acres) into 11 single-family residential lots. The project includes open space, street improvements, a storm drainage facility, and utility improvements. Applicant: Yuan Family Holdings 2018 PR, 10906 80`' Place NE, Kirkland, WA 98034 Project Location: 2200 SW 3201h Street Parcels #132103-9002 & 132103-9091 Date of Application: March 21, 2019 Date Determined Complete: April 15, 2019 Date of Notice of Application: April 26, 2019 Requested Decision and Other Permits Included with this Application: The applicant requests a Preliminary Plat decision (file #19-101302-SU) issued by the Federal Way Hearing Examiner pursuant to Federal Way Revised Code r, �. N y SITE SW 320TII ST ' SW 322NF1_sr �yF. Sw 322NO PL N SW 323RD ST (FWRC) Chapter 18.35. Additional permits and/or approvals in conjunction with the preliminary plat decision include a threshold determination pursuant to State Environmental Policy Act (SEPA) Rules WAC 197-11 (file #19-101304-SE), Transportation Concurrency (file #19-101305-CN), Street Modification Request (file #19-101308-SM), and a Forest Practices Class IV General Permit, Environmental Documents: Environmental Checklist, Tacoma Smelter Plume Test Results by BRH (March 18, 2019), Geotechnical Engineering Study by Earth Solutions NW LLC (December 7, 2018), and Storm Drainage Report by BRH (March 18, 2019). Development Regulations to Be Used for Project Mitigation: FWRC Title 14, "Environmental Policy"; Title 16, "Surface Water Management"; Title 18 "Subdivisions"; and Title 19, "Zoning and Development Code." Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable policies and regulations, including but not limited to: the Federal Way Comprehensive Plan; FWRC; King County Surface Water Design Manual as amended by the City of Federal Way; Public Works Development Standards; Lakehaven Water and Sewer System Design and Construction Standards; South King Fire and Rescue Administrative Policies; and Federal Way Public Schools Safe Access Policies. Public Comment: Any person may submit written comments regarding the application to the Hearing Examiner by delivering these comments to the Community Development Department prior to the public hearing date, or directly to the Hearing Examiner at the public hearing. Any person may provide verbal comments during the public hearing. A Notice of Public Hearing will be issued approximately 15 days prior to the hearing date. 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, 2"d Floor, Federal Way, WA 98003. Staff Contact: Senior Planner Stacey Welsh, 253-835-2634, stacey.welsh@cityoffederalway.com Printed in the Federal Way Mirror April 26, 2019. Tina Piet From: Ken Spurrell <legals@tacomadailyindex.com> Sent: Tuesday, April 23, 2019 9:02 AM To: Tina Piety Cc: Stacey Welsh Subject: Re: Legal Notice Received, thank you. Ken Spurrell Publisher Direct: 253-232-5219 Internal: 15001 Fax: 253-627-2253 15 Oregon Ave, Suite 101, Tacoma, WA 98409 Hi SounPublishing Mao Print C2ates online Elates Media K Sound Info On Tue, Apr 23, 2019 at 8:35 AM Tina Piety <Thna.Piety@cityoffederalwa .conies wrote: Hello, Please publish the attached legal notice (Upland Federal Way Preliminary Plat NOA, 19-101302-SU) in the Federal Way Mirror's Friday (4/26/2019) issue. Please furnish affidavits of publication. This is for the Community Development account 83722477. Thank you, Tina E. Tina Piety, CAP -OM Administrative Assistant II Federal Way Community Development Department CITY OF Federal Way Centered on Opportunity April 15, 2019 Mr. Vincent Fei Yuan Family Holding 2018 PR 10906 80th Place NE Kirkland, WA 98034 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor FILE Re: Files #19-101302-SU & 19-101304-SE; LETTER OF COMPLETE APPLICATION Upland Federal Way Preliminary Plat, 2200 SW 320th Street, Federal Way Dear Mr. Fei: The Community Development Department is in receipt of your March 21, 2019, project submittal. Your proposed project includes subdivision of two parcels into 11 residential lots. NOTICE OF COMPLETE APPLICATION Please consider this correspondence a formal Letter of Complete Application. Pursuant to Federal Way Revised Code (FWRC) 18.35.040 and 14.10,020, the application is deemed complete as of the date of this letter. The complete application detexnvnation is based on a review of your submittal relative to those requirements as set forth in FWRC 18.35.020 and 14.10.020. The submittal requirements are not intended to determine if an application conforms to the City of Federal Way code; they are used only to determine if all required materials have been submitted. NOTICE OF APPLICATION A Notice of Application must be posted on site and on the city's official notice boards, published in the Federal WlayMirror, and mailed to the persons within 300 feet of each boundary of the subject property within 14 days of this letter. Onsite notice of the application shall occur in accordance with FWRC 18.35.090(3) et al, as noted below: The applicant is responsible for the installation of two on -site native boards at the following locations. at the site frontage along SW1320th Street and at the site frontage aloft 71''Avenue SIB These signs must be installed on or before April 26, 2019. The city will prepare two three-foot by four -foot notice boards, which will be available for pickup by noon, Wednesday, April 24, 2019. Following installation of the notice boards, the applicant is required within bve days to sign a Sign Installation Certificate (enclosed) and return it to the city's Permit Center. Please refer to the public notice board handout (enclosed) for installation instructions. e There is a fee of $40.00 for each notice board, so a total fee of $80.00 must be paid to the Permit Center at the time the boar& are picked up at .City Hall Mr. Vincent Fei Page 2 of 2 April 15, 2019 At the time of the SEPA determination and the preliminary plat public hearing, the city will update notices on the installed public notice boards. • The applicant is responsible for removal of the public notice boards within seven calendar days after the final decision of the city on the matter. CLOSING Formal processing and review of your application will now begin. Technical review comments will follow at a later date. If you have any questions regarding this letter, please contact me at 253 835-2634, or . s tacey. welsh@cityo ffederalway. com,. Sincerely, Stacey Welsh, AICP Senior Planner enc: Sign Installation Certificate Instructions for Public Notice Sign c: Greg Kirk, Plans Examiner .Ann Dower, Senior Engineering Plans Reviewer Erik Preston, Senior Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue BRH, 2009 Minor Avenue East, Seattle, WA 98102-3513 19-101302-00-SU Doc. I.D. 78973 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: 3-26-19 TO: Cole Elliott, Development Services Manager Scott Sproul, Building Official Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Jennifer Wojciechowski, Federal Way School District David Korthals, KC Metro FROM: Stacey Welsh, Planning__, FOR DRC MTG. ON: 4-11-19 (completeness & technical review) FILE NUMBER(s): 19-101302-SU & 19-101304-SE RELATED FILE NOS.: 18-102386-PC, 19-101305-CN, 19-101308-SM PROJECT NAME: UPLAND FEDERAL WAY PRELIMINARY PLAT PROJECT ADDRESS: 2200 SW 320TH ST PARCEL NUMBERS: 132103-9002 & 132103-9091 ZONING DISTRICT: RS 5.0 PROJECT DESCRIPTION: Subdivision of 2 parcels into 11 residential lots. LAND USE PERMITS: Preliminary Plat, SEPA PROJECT CONTACT: VINCENT FEI YUAN FAMILY HOLDING 2018 PR 10906 BOTH PL NE KIRKLAND, WA 98034 vincent.fei@�hhproperty.com MATERIALS SUBMITTED: Master Land Use Application Pre -Application Conference Summary. Title Report School Access Analysis SEPA Checklist Certificates of Water & Sewer Availability Tacoma Smelter Plume Results TIR Property Survey Preliminary Clearing & Grading Plan Preliminary Landscape Plan Preliminary Plat Drawing FEDERAL WAY PUBLIC SCHOOLS Business Services Mireille Fogang, Design Engineer March 18, 2019 Bush, Roed & Hitchings, Inc. 2009 Minor Avenue East Seattle, WA 98102 RE: Single -Family Development - 1321039002 and 1321039091 Dear Mireille, The Federal Way School District recently received information on parcels 1321039002 and 1321039091, a proposed single-family development with up to fourteen residential units. The project is located at South 320th St and 215t Ave SW. Under current boundaries, this development is in the Olympic View Elementary, TAF at Saghalie Middle School, and Decatur High School service areas. School service areas are reviewed each year and necessary boundary changes may be made to accommodate enrollment increases. Students living in this area walk to Olympic View Elementary and Decatur High School. Students living in this area receive school bus transportation to TAF at Saghalie Middle School. Bus stops are reviewed annually as student transportation needs change. The closest stop for TAF at Saghalie Middle School is on 26th Ave SW@SW 325th PL. Student safety must be considered for all students. We ask the developer to prepare a "School Access Analysis" to and from the elementary school, middle school, and high school for this proposed development. Attached are guidelines for preparing this analysis. The analysis will include safe walking plans for students who would walk to and from schools and school bus stops, with school location, large bus access plans, description of sidewalks, pedestrian paths, road shoulders, location of crosswalks, etc. The analysis will also include plans for our special needs students who require door-to-door transportation, with small bus access plans. All planning features that assure safe transportation for students are factors the district must consider as we comment on development within our service areas. The most recent Federal Way School District Capital Facilities Plan indicates a student yield of .47 from new single-family housing. This development could add about seven new students. These are averages only; the actual number of students may vary. This may create a need for additional space, equipment and staff. This impact is mitigated by the collection of impact fees. The District appreciates the opportunity to comment on this proposed development. Sincerely, Student & Demographic Forecaster cc: Sally McLean, Assistant Superintendent of Finance and Operations RECEIVED Paul Vang, Security and Safety Manager Mike Benzien, Executive Director of Operations MAR 21 2019 Michelle Turner, Director of Transportation . CITY OF FEDERAL WAY Each Scholar. A Voice. A Dream. A BRIGHT Future. COMMUNITY DEVELOPMENT 33330 81h Avenue South, Federal Way, WA 98003 1 p.253.945.2043 I f.253.941.04421 www.fwps.org FEDERAL WAY PUBLIC SCHOOLS Business Services School Access Analysis New development creates a need for analysis of student pedestrian safety. The Federal Way School District would prefer an analysis of walking paths to schools and bus stops from new subdivisions be prepared by the developer prior to final comments on impacts. Generally a walking route should be planned to assure that school -age pedestrians from a neighborhood: • Cross the fewest number of streets to reduce vehicle -pedestrian exposures • Walk on sidewalks or paths where available; • Walk the shortest possible distance on streets without sidewalks or wide shoulders; ■ Walk on the left side of the road facing traffic on streets where practicable; ■ Avoid high speed, high volume roads and roads with high truck volume. ■ Make maximum use of protective techniques (traffic control devices, existing crossing guards and school patrols.) ■ Use easements with walkways through parks or other available areas where student safety is maximized. Walkways and paths must be cleared of vegetation for maximum visibility. The analysis of walking paths to schools and school bus stop locations from a new subdivision should include the following information: School location Description of sidewalks, pedestrian paths and shoulders including: ➢ condition and width of shoulder and sidewalks; ➢ whether shoulders are paved, gravel or grass, or non-existent; ➢ whether sidewalks and pathways are immediately adjacent to the traffic lanes or are separated by a planting strip or other means from moving traffic; and ➢ the location of drainage or irrigation ditches. ■ Location of all crosswalks, including type of crossing protection offered; ■ Medians, pedestrian refuge islands and other pedestrian safety features; • Posted speed limits and warning signs, especially all 20 mph school speed limit zones; ■ All stop and yield signs; ■ Traffic signals including presence of marked crosswalks and pedestrian signal indication. Traffic signal timing and phasing for pedestrian crossing. ■ Major sight line obstructions as measured from the height of children. ■ Bicycle lanes or paths. ■ Other relevant pedestrian safety factors observed. Each Scholar. A Voice. A Dream. A BRIGHT Future. 33330 8`h Avenue South, Federal Way, WA 98003 1 p.253.945.2043 1 f.253.941.04421 www.fwps.org SCHOOL ACCESS ANALYSIS 2200 SW 320th Street Preliminary Plat Date: March 18th, 2019 1.0 PEDESTRIAN PATHWAY TO AND FROM DECATUR HIGH SCHOOL The pedestrian pathway from the proposed housing development to Decatur High School begins on the west side of 215t Avenue SW approximately 185 feet south of SW 320th Street. The pathway consists of an existing 4 foot wide concrete sidewalk in good condition, separated from the traveled lanes of the road by a 3 foot wide curb and landscape strip. The posted speed limit along 215t Avenue SW is 35 miles per hour. At the intersection of 215t Avenue SW and SW 320th Street, the pathway crosses SW 320th Street at the signalized crossing to the north side of SW 320th Street. This signalized crossing has pedestrian signal indicators and painted crosswalks. The pathway then continues to the west along the north side of SW 3201h Street. The pathway consists of an 8 foot wide concrete sidewalk in good condition, adjacent to the curb and traveled lane. The pathway is unimpeded for approximately 960 feet until it comes to a crossing with 25th Avenue SW that is controlled with a stop sign. The crossing has accessible ramps on both sides of 25th Avenue SW but does not have a painted crosswalk designation. The pathway continues west for approximately 400 feet to the signalized intersection of 26th Avenue SW and SW 320th Street. At the intersection, the pathway crosses 26th Avenue SW at the signalized crossing to the west side of 26th Avenue SW. This signalized crossing has pedestrian signal indicators and painted crosswalks. The pathway then continues to the north onto the school property. The posted speed limit along SW 320th Street is 35 miles per hour. To return to the proposed housing development, the route shall be reversed. 2.0 PEDESTRIAN PATHWAY TO AND FROM OLYMPIC VIEW ELEMENTARY AND BUS STOP FOR TAF AT SAGHALIE MIDDLE SCHOOL The pedestrian pathway from the proposed housing development to Olympic View Elementary and the closest bus stop to TAF at Saghalie Middle School begins on the west side of 215t Avenue SW approximately 180 feet north of SW 322"d Street. The pathway consists of an existing 4 foot wide concrete sidewalk in good condition, separated from the traveled lanes of the road by a 3 foot wide curb and landscape strip. The posted speed limit along 215t Avenue SW is 35 miles per hour. At the intersection of 215t Avenue SW and SW 322"d Street, the pathway crosses SW 322"d Street. This controlled intersection has accessible ramps and a stop sign but no designated crosswalk striping. The pathway then continues to the south unimpeded for approximately 300 feet until it comes to SW 322"d Place where the pathway turns west along the north side of SW 322"d Place. The pathway here consists of a 4 foot wide concrete sidewalk with a rolled burb in good condition, adjacent to the traveled lane. The pathway is unimpeded, except for single family home driveways, for approximately 900 feet until it comes to a crossing with 24th Avenue SW that is controlled with a stop sign. Prior to the crossing, SW 322"d Place bends to the south into 23`d Avenue SW then bends back to the west into SW 323`d Street. 1 The crossing does not have any ramps or a painted crosswalk designation. The pathway continues west for approximately 200 feet to a crossing with 25th Avenue SW. This crossing is also controlled with a stop sign and the crossing does not have any ramps or a painted crosswalk designation. The pathway continues to the west for approximately 360 feet to the intersection of SW 323`d Street and 26th Avenue SW. The posted speed limit along this section of the pathway is 25 miles per hour. At the intersection of SW 323rd Street and 26th Avenue SW, the pathway crosses SW 323`d Street to the south and immediately crosses 26th Avenue SW to the west. This partially controlled intersection has one stop sign, accessible ramps but no designated crosswalk striping. The pathway then continues south for approximately 465 feet to the intersection of 26th Avenue SW and SW 325th Place. At this intersection is the bus stop for TAF at Saghalie Middle School. At this location there is also a paved pathway onto the grounds of Olympic View Middle School. The posted speed limit along 26th Avenue SW is variable. There are changeable speed limit signs that vary depending upon the time of time of day and the day of the week to help mitigate the vehicular presence near the school. To return to the proposed housing development, the route shall be reversed. 3.0 LARGE AND SMALL BUS ACCESS The proposed development will be capable of accommodating both large and small bus service to and from the development. The proposed development will construct a 20 foot wide private road with a cul- de-sac that will be designed to meet fire truck clearance. This design is more than adequate to accommodate all sizes of school buses. 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King Date: 11 /13/2018 King county "MAR 2 -1 'OF F ity February 11, 2020 ES-6375.01 Bush, Roed & Hitchings, Inc. 2009 Minor Avenue East Seattle, Washington 98102 Attention: Mr. Ted Dimof REBUBMI-T7ED FEB 2 8 2020 cmr OF FEDERAL WAY COMMUNrTY DEVELOFUNr Earth Solutions NW«C Earth Solutions NW L.LC Geotechnical Engineering, Construction observation/Testing and Environmental Services Subject: Infiltration Evaluation Southwest 320th Street Plat Southwest 320' Street and 21st Avenue Southwest Federal Way, Washington Reference: King County King County Surface Water Design Manual (KCSWDM) April 24, 2016 Bush, Roed, & Hitchings Boundary & Topographic Survey December 3, 2018 R.W. Tabor et al. Geologic Map of the Tacoma Quadrangle, Washington, 2015 United States Department of Agriculture Natural Resources Conservation Service Online Web Soil Survey (WSS) resource Dear Mr. Dimof: As requested, Earth Solutions NW, LLC (ESNW) has prepared this infiltration evaluation letter for the subject site. Our scope of services included subsurface exploration, infiltration testing, engineering analysis, and preparation of this letter. Pro'ect Description The subject site is located along the south side of Southwest 320' Street, approximately 120 feet west of the intersection with 21 st Avenue Southwest, in Federal Way, Washington, as illustrated on the attached Vicinity Map (Plate 1). The site consists of two adjoined residential tax parcels (King County Parcel Nos. 132103-9002 and -9091) totaling approximately 2.0 acres of land area - The subject site is moderately overgrown with trees and brambles and has a remnant foundation and dilapidated shed along the southern border of the property. We understand a short plat has been proposed for the subject site and will include multiple single-family lots, a stormwater management facility, access roads, and related site improvements. 15365 N.E. 90th Street, Suite 100 . Redmond, WA 98052 • (425) 449-4704 . FAX (425) 449-4711 Bush, Roed & Hitchings, Inc. ES- 1 Page February 11, 2020 Page 2 If the design assumptions outlined in this section are incorrect or change, or if construction conditions differ from those encountered during our fieldwork, ESNW should be contacted to review the recommendations and conclusions provided in this letter. Subsurface Conditions As part of this infiltration evaluation, an ESNW representative observed, logged, and sampled four test pits excavated across the subject site using a mini-trackhoe and operator retained by our firm on January 17, 2020. The approximate locations of the test pits are depicted on Plate 2 (Test Pit Location Plan). Please refer to the attached test pit logs for a more detailed description of subsurface conditions. Representative soil samples collected at the test pit locations were analyzed in accordance with both Unified Soil Classification System (USCS) and United States Department of Agriculture (USDA) methods and procedures. Topsoil was encountered in the upper approximate 6 to 18 inches of existing grades at the test pit locations, characterized by dark brown color, the presence of fine organic material, and small root intrusions. Fill was encountered at test pit locations TP-101 and TP-102 extending to depths of roughly six and one-half to eight feet below the existing ground surface (bgs). The fill was characterized primarily as loose dark brown silty sand with gravel (USCS: SM). Plastic, metal, rubber, and wood debris was observed in the fill. Where encountered, fill should be evaluated by ESNW at the time of construction to assess the suitability for use as structural fill and/or foundation support. Underlying the topsoil and fill, native soils consisted of a heavily weathered layer of loose to medium dense silty sand with gravel and sandy silt with gravel (USCS: SM and ML, respectively). Underlying the weathered layer, native soils consisted of poorly to well -graded gravel, poorly graded gravel with silt and sand, silty gravel, and poorly graded sand with gravel (USCS: GP, GW, GP-GW, GM, and SP, respectively). The native soils were generally encountered in a damp to moist condition and extended to the maximum exploration depth of nine feet bgs. Geologic Setting The referenced geologic map identifies Vashon till (Qgt) across the site with Vashon recessional outwash deposits (Qgo) mapped to the west of the subject site. As described on the geologic map, Vashon till is typically a compact diamict of subrounded to well-rounded clasts which were glacially transported and deposited. The diamict is readily comprised of sand, silt, gravel, pebbles, and cobbles. As described on the geologic map, recessional outwash consists primarily of moderately sorted to well sorted, stratified sand and gravel. Groundwater Groundwater seepage was not encountered at the test pit locations during our exploration on January 17, 2020. 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 flow rates are higher during the winter, spring, and early summer months. Earth Solutions NW, LLC Bush, Roed & Hitchings, Inc. February 11, 2020 Infiltration Evaluation ES-6375.01 Page 3 Our evaluation of the proposed infiltration facilities was completed in general accordance with applicable requirements and procedures of the referenced 2016 KCSWDM as adopted by the City of Federal Way. We understand an infiltration facility is proposed for the short plat. In -situ testing was completed in general accordance with the small-scale Pilot Infiltration Test (PIT) procedure, as outlined in the 2016 KCSWDM. To evaluate the infiltration capacity of soils, in -situ testing was completed at TP-103 and TP-104 at a depth of six feet bgs. Our testing program consisted of a soak period, steady state period, and falling head period. Due to the soil variability observed at the proposed design depth, two separate preliminary infiltration rates were calculated for the predominant soil types observed at the property (clean sand deposits and gravels). The table below summarizes the short-term (measured) rate at each test location, in units of inches per hour (iph). Test Pit TP-103 Rate i h Depth feet 6 6 Soil Type _Measured 60 24 Poorly graded gravel with silt and sand GP -GM TP-104 Poorly graded sand SP Per the referenced 2016 KCSWDM, correction factors must be applied to the measured rates to account for testing methods, facility geometry, and influent control to prevent siltation. In our opinion, the following correction factors and calculated total correction factor should be applied to the measured field rates. • Test uncertainty (Ftesting) 0.5 • Infiltration facility geometry (F9eon,etry) 0.9 Long-term plugging of soils (Fpt,,ggi,,g) 1.0 (gravels) • Long-term plugging of soils (Fptugging) 0.9 (medium sands) Application of the total correction factor to the measured rates are provided in the table below: Test Pit TP-103 TP-104 Design Rate i h) 20 10 From a geotechnical standpoint, infiltration is feasible within locations underlain by gravels and clean sand deposits. The upper silty sand and sandy silt deposits and fill identified at the property generally exhibit poor infiltration potential and should not be targeted for infiltration facilities. Minimum vertical separation between the bottoms of the proposed facilities and groundwater must be considered during design. We recommend provisions for overflow be incorporated into final designs, wherever practicable. Earth solutions NK LLC Bush, Roed & Hitchings, Inc. February 11, 2020 ES-6375.01 Page 4 Given the variability of the site soils infiltration potential, ESNW should be in correspondence with the facility designer to assist with applying appropriate rates to the targeted infiltrating soils at the proposed infiltration facility location and acknowledging depth to restrictive layers. Additionally, ESNW should be retained at the time of facility construction to confirm soils types and provide additional recommendations as needed. Limitations This letter has been prepared for the exclusive use of Bush, Roed, & Hitchings, Inc. and their representatives. A warranty is neither expressed nor implied. The recommendations and conclusions provided in this letter 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. Variations in the soil and groundwater conditions encountered at the test pit locations may exist and may not become evident until construction. ESNW should reevaluate the contents of this letter if variations are encountered. ESNW should be retained during construction to observe facility installation and to confirm soil types are as anticipated in this letter. Supplementary recommendations may be provided during construction, as necessary. We appreciate the opportunity to be of service to you and trust this letter meets your current needs. Should you have questions, or if additional information is required, please call. Sincerely, EARTH SOLUTIONS NW, LLC Kyler T. Kelly Senior Staff Geologist Attachments: Plate 1 — Vicinity Map Plate 2 — Test Pit Location Plan Test Pit Logs Grain Size Distribution Raymond A. Coglas, P.E. Principal Engineer Earth Solutions NW, LLC s�wii,:,r•,i i, pe1 g', Sev�,�wn0 31 tnn $1.0.1 .s � s1 j•.�,p S:,eL. s ciLP� 7W+)4.0Fes p, z' Ven. lrnla,+Y Schaal= �Y. 1 ''� ��iLf. S �1 ;� s .Ps�3. ! � � I 4 f . souih_w_en 3i1nn5uees. 'li P X.i "Par i :s .sere n..eu �rF�r�s,.rr, y 3e3i1i .. .. 1o:aq,.. _ tl• kp;1PrCCl�, w y, f• �' e�' i. ? oeern7riva ' o't -- 5e�tlrrcd 3i2ntl Pin : ` svuinwri i±i1e street » - ,� dnurt �tln 1 - KCves[ 3351h Slreci - . " =fib NORTH Reference: King County, Washington OpenStreetMap.org Vicinity Map I F S.W. 320th Street Plat Federal Way, Washington NOTE: This plate may contain areas of color. ESNW cannot be responsible for any subsequent misinterpretation of the information Drwn. CAM Date 01 /29/2020 Proj. No. 6375.01 resulting from black & white reproductions of this plate. Checked KTK Date Jan. 2020 Plate 1 [n03 CD Q f It.I I�lil I .l N � ill I I °com cn &=3 w v � � — ' — �I CT7 CD 0) CD A -C I f� I I N I A O 2IST AVE' Z �N��,�z ocn -0O O ,0- 9) � � •'a � 7 m CO) CD X fOi) m CID `G Oi 6 Cn CD O Z N =3 Cv O CID 0 CID CL 0 n 0 O CID0 E3 0 0 -0 5- =3 Cl) N -O O Cn CS O n N C1 CD hiCn O CD 0- CID Q N O. y CD w m o w o v� C o o < m m o `� o Q m ET O m =3 Fn• CID Q 9 CD N CS CD fn O O N EP CD N O D O O y CD CD U CD C 2. N N n 0 CID Cn CD -9 a CID �. .+ IM d X O O_ CD O� Z C 7 Ep J �< O• �• CD �' CD TI �C, CD W a -'m N �. 5 O m N �• n s- m C s � X F. Cn (n -v in in -0 0 CD (p (n CD n �CX -4Gx CD Ocn ' CD ohm CD CL 0 to N Or O n Ql 0 7 n Earth Solutions NWLLC SOIL CLASSIFICATION CHART MAJOR DIVISII COARSE GRAINED SOILS MORE THAN 50% OF MATERIAL IS LARGER THAN NO.200 SIEVE SIZE GRAVEL AND GRAVELLY SOILS MORE THAN 50% OF COARSE FRACTION RETAINED ON NO. 4 SIEVE SAND AND SANDY SOILS MORE THAN 50% OF COARSE FRACTION PASSING ON NO. 4 SIEVE SILTS FINE AND GRAINED CLAYS SOILS MORE THAN 50% OF MATERIAL IS SMALLER THAN NO.200 SIEVE SIZE SILTS AND CLAYS HIGHLY ORGANIC SYMBOLS TYPICAL DNS DESCRIPTIONS GRAPH LETTER CLEAN' GRAVELS : q� � ��� ■ �� Gw WELL -GRADED GRAVELS, GRAVEL - SAND MIXTURES, LITTLE OR NO FINES o❑p o ❑ao ❑ G P POORLY -GRADED GRAVELS, GRAVEL - SAND MIXTURES, LITTLE OR NO FINES (LITTLE OR NO FINES) GRAVELS WITH FINES 0 �� �° O a ❑ GM SILTY GRAVELS, GRAVEL -SAND - SILT MIXTURES GC CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES (APPRECIABLE AMOIJNT OF FINES) CLEAN SANDS SW WELL -GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES (LITTLE OR NO FINES) SP POORLY -GRADED SANDS, GRAVELLY SAND, LITTLE OR NO FINES SANDS WITH FINES = ''' SM SILTY SANDS, SAND - SILT MIXTURES SC CLAYEY SANDS, SAND - CLAY MIXTURES (APPRECIABLE AMOUNT OF FINES) INORGANIC SILTS AND VERY FINE ML SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LOW TO LIQUID LIMIT LESS THAN 50 C�- MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY INORGANIC SILTS, MICACEOUS OR MH DIATOMACEOUS FINE SAND OR SILTY SOILS `+I I INORGANIC CLAYS OF HIGH PLASTICITY LIQUID LIMIT GREATER THAN 50 OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS SOILS " PT PEAT, HUMUS, SWAMP SOILS WITH HIGH ORGANIC CONTENTS 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. Earth Solutions Nb 15365 N.E. 90th Street, Suite 100 Redmond, Washington 98052 NNWTelephone: 425-449-4704 Fax: 425-449-4711 TEST PIT NUMBER TP-101 PAGE 1 OF 1 PROJECT NUMBER ES-6375.01 PROJECT NAME S.W. 320th Street Plat DATE STARTED 1/17/20 COMPLETED 1/17/20 GROUND ELEVATION 338 ft TEST PIT SIZE EXCAVATION CONTRACTOR NW Excavatina GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION --- LOGGED BY KTK CHECKED BY HTW AT END OF EXCAVATION --- NOTES Depth of Topsoil & Sod 18": forest duff AFTER EXCAVATION w o- �X ai Lu Wro TESTS ov �z Q 0 MC = 11.00% 1.5 SM MATERIAL DESCRIPTION Dark brown TOPSOIL (Fill) -plastic and metal debris Dark brown silty SAND with gravel, loose, moist (Fill) -plastic and metal debris to 6.5' 6.5 GM TO Brown silty GRAVEL with sand, medium dense to dense, moist Test pit terminated at 7.0 feet below existing grade. No groundwater encountered during excavation. No caving observed. Bottom of test pit at 7.0 feet. Earth Solutions Nb, 15365 N.E. 90th Street, Suite 100 Redmond, Washington 98052 Telephone: 425-449-4704 Fax: 425-449-4711 TEST PIT NUMBER TP-102 PAGE 1 OF 1 PROJECT NUMBER ES-6375.01 PROJECT NAME S.W. 320th Street PI DATE STARTED 1/17120 COMPLETED 1/17/20 GROUND ELEVATION 339 ft EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION LOGGED BY KTK CHECKED BY HTW AT END OF EXCAVATION -- NOTES Surface Conditions: gravel fill AFTER EXCAVATION --- w U o_9w m U o- O w a� ui qQ� z c� SM lit MATERIAL DESCRIPTION Dark brown TOPSOIL (Fill) -contains gravel Brown silty SAND with gravel, medium dense, moist (Fill) -plastic, metal and wood debris to BOH -minor caving to BOH TEST PIT SIZE Test pit terminated at 8.0 feet below existing grade. No groundwater encountered during excavation. Caving observed from 3.0 feet to BOH. Bottom of test pit at 8.0 feet. 3380 Earth Solutions NV TEST PIT NUMBER TP-103 15365 N.E. 90th Street, Suite 100 PAGE 1 OF 1 Redmond, Washington 98052 IRWTelephone: 425-449-4704 Fax: 425-449-4711 PROJECT NUMBER ES-6375.01 PROJECT NAME S.W. 320th Street Plat DATE STARTED 1/17/20 COMPLETED 1/17/20 GROUND ELEVATION 341 ft TEST PIT SIZE EXCAVATION CONTRACTOR NW Excavatina GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION --- LOGGED BY KTK CHECKED BY HTW AT END OF EXCAVATION --- NOTES Depth of To soil & Sod 6": forest duff AFTER EXCAVATION - w _ a w-- �w TESTS U _ a 0 MATERIAL DESCRIPTION aZ) Q z c� 0 T P S L • ''. ''• 0.5 Dark brown TOPSOIL, trace roots to 4.5' 340.5 Brown silty SAND with gravel, loose, moist SM 2.5 338.5 0 Brown poorly graded GRAVEL with silt and sand, medium dense, moist a 0 0 5 GP - GM ° -minor caving to BOH MC = 7.20% Fines = 5.70% -infiltration test at 6' ° [USDA Classification: extremely gravelly loamy coarse SAND] a 7 5 333-5 Gray poorly graded GRAVEL with sand, medium dense to dense, moist ❑ti GP o MC = 7.30% �� g•a [USDA Classification: extremely gravelly coarse SAND] 332.0 Test pit terminated at 9.0 feet below existing grade. No groundwater encountered during Fines = 1.70% excavation. Caving observed from 5.0 feet to BOH. Bottom of test pit at 9.0 feet. Earth Solutions Nl TEST PIT NUMBER TP-104 15365 N.E. 90th Street, Suite 100 PAGE 1 OF 1 Redmond, Washington 98052 Telephone: 425-449-4704 Fax: 425-449-4711 PROJECT NUMBER ES-6375.01 PROJECT NAME S.W. 320th Street Plat DATE STARTED 1/17/20 COMPLETED 1/17/20 GROUND ELEVATION 333 ft TEST PIT SIZE EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION --- LOGGED BY KTK CHECKED BY HTW AT END OF EXCAVATION --- NOTES Depth of Topsoil & Sod 12": forest duff AFTER EXCAVATION - w (L U wg TESTS C 2 O MATERIAL DESCRIPTION 2 z (7 Q 0 v' Dark brown TOPSOIL, trace roots to 5' TPSL 1.0 _32.0 Brown silty SAND with gravel, medium dense, moist _ SM 329-5 Gray poorly graded SAND with gravel, medium dense, moist 5 SP N7 MC = 3.80% [USDA Classification: very gravelly SAND] Fines = 1.70% -infiltration test at 6', increased gravel content 0 -minor caving to BOH 326.0 Gray poorly graded GRAVEL with sand, medium dense to dense, moist ° a GP OD MC = 7.20% ° C� 9.0 [USDA Classification: extremely gravelly coarse SAND] 324-0 Test pit terminated at 9.0 feet below existing grade. No groundwater encountered during Fines = 3.20% excavation. Caving observed from 6.5 feet to BOH. Bottom of test pit at 9.0 feet. Earth Solutions Nb, TEST PIT NUMBER TP-1 15365 N.E. 90th Street, Suite 100 PAGE 1 OF 1 �Tfl M Redmond, Washington 98052 Noma Telephone: 425-449-4704 Fax: 425-449-4711 PROJECT NUMBER ES-6375 PROJECT NAME S.W. 320th Street Plat DATE STARTED 10/26/18 COMPLETED 10/26/18 GROUND ELEVATION 340 ft TEST PIT SIZE EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION — LOGGED BY KTK CHECKED BY KDH AT END OF EXCAVATION -- NOTES Depth of Topsoil & Sod 6% 12": forest duff AFTER EXCAVATION --- W _ � W g TESTS C U _ O MATERIAL DESCRIPTION W� 4.2 2 z cn c7 Q 0 a ' Dark brown TOPSOIL 'TPSL;;,= 7 -trace roots to 6' 339.0 Tan silty SAND with gravel, medium dense, damp SM MC = 2.50% 3.0 337.0 Tan well -graded GRAVEL with sand, dense, damp MC = 1.80% Fines = 2.50% ` [USDA Classification: extremely gravelly coarse SAND] i 46 -slight caving from T to 6' 5 GW ±� 40 w 7.5 332-5 MC = 2.00% Test pit terminated at 7.5 feet below existing grade. No groundwater encountered during excavation. Caving observed from 3.0 to 6.0 ieet. Bottom of test pit at 7.5 feet. Earth Solutions N1 TEST PIT NUMBER TP-2 15365 N.E. 90th Street, Suite 100 PAGE 1 OF 1 Redmond, Washington 98052 mowTelephone: 425-449-4704 Fax: 425-449-4711 PROJECT NUMBER ES-6375 PROJECT NAME S.W. 320th Street Plat DATE STARTED 10/26/18 COMPLETED 10/26/18 GROUND ELEVATION 345 ft TEST PIT SIZE EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION LOGGED BY KTK CHECKED BY KDH AT END OF EXCAVATION -- NOTES De th of Topsoil & Sod 6"- 12': forest duff AFTER EXCAVATION --- w a v _ w CoTESTS Cja.W J MATERIAL DESCRIPTION z C7 Q 0 Dark brown TOPSOIL TPSL.;;, ;�,;• -trace roots to 6.5' 344.0 i.p Tan sandy SILT with gravel, medium dense, damp ML MC = 8.20% Fines = 50.40% 10 [USDA Classification: gravelly LOAM] 34M Tan poorly graded GRAVEL with sand, dense, damp ° o O OD 5 OD -slight caving to 7' GP e �b o337-0 °(lv QD Test pit terminated at 8.0 feet below existing grade. No groundwater encountered during excavation. Caving observed from 5.0 to 7.0 feet. Bottom of test pit at 8.0 feet. Earth Solutions NL TEST PIT NUMBER TP-3 15365 N.E. 90th Street, Suite 100 PAGE 1 OF 1 Redmond, Washington 98052 Telephone: 425-449-4704 Fax: 425-449-4711 PROJECT NUMBER ES-6375 PROJECT NAME S.W. 320th Street Plat DATE STARTED 10/26/18 COMPLETED 10/26/18 GROUND ELEVATION 345 ft TEST PIT SIZE EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION — LOGGED BY KTK CHECKED BY KDH AT END OF EXCAVATION -- NOTES De th of Topsoil & Sod 6% 12": forest dLr f AFTER EXCAVATION --- w 0- U W M TESTS C6 U 2 o_ O MATERIAL DESCRIPTION w o 2 z C6 J cD 0 Dark brown TOPSOIL TPSL ,,',;_; • 1.0 -trace roots to 6' 344.0 Brown silty SAND with gravel, loose to medium dense, moist SM :• 2.0 343.0 Tan poorly graded SAND with gravel, dense, damp MC = 2.10% SP 5 -slight caving to BOH MC = 1.80% TO [USDA Classification: very gravelly coarse SAND] 338.0 Fines = 1.70% Test pit terminated at 7.0 feet below existing grade. No groundwater encountered during excavation. Caving observed from 5.0 feet to BOH. I Bottom of test pit at 7.0 feet. Earth Solutions Nb TEST PIT NUMBER TP-4 15365 N.E. 90th Street, Suite 100 PAGE 1 OF 1 ' Redmond, Washington 98052 Telephone: 425-449-4704 Fax: 425-449-4711 PROJECT NUMBER ES-6375 PROJECT NAME S.W. 320th Street Plat DATE STARTED 10/26/18 COMPLETED 10/26/18 GROUND ELEVATION 350 ft TEST PIT SIZE EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION — LOGGED BY KTK CHECKED BY KDH AT END OF EXCAVATION -- NOTES Depth of Topsoil & Sod 6"- 12": brambles AFTER EXCAVATION - w of _ wUJ w TESTS u5 _ O MATERIAL DESCRIPTION Q z C9 0 TOPSOIL (Fill) TPSLto BOH 349.0 SAND with gravel, loose to medium dense, moist (Fill) ceramic debris to 4' edium dense to dense L4.O SM - MC = 4.60% 346.01 Tan poorly graded SAND with gravel, dense, damp 5 SP 7.5 342.5 MC = 10.20% Test pit terminated at 7.5 feet below existing grade. No groundwater encountered during excavation. No caving observed. Bottom of test pit at 7.5 feet. Earth Solutions N� TEST PIT NUMBER TP-5 15365 N.E. 90th Street, Suite 100 PAGE 1 OF 1 Redmond, Washington 98052 gIIIIIIIIIIIog Telephone: 425-449-4704 Fax: 425-449-4711 PROJECT NUMBER ES-6375 PROJECT NAME S.W. 320ih Street Plat DATE STARTED 10/26/18 COMPLETED 10/26/18 GROUND ELEVATION 350 ft TEST PIT SIZE EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION LOGGED BY KTK CHECKED BY KDH AT END OF EXCAVATION -- NOTES Depth of Topsoil & Sod 6": forest duff AFTER EXCAVATION --- w or- U wg r TESTS � 2 O MATERIAL DESCRIPTION z (7 a 0 T P S L -' .':.'� p_g Dark brown TOPSOIL, trace roots to 5' 349.5 Tan silty SAND with gravel, medium dense, moist SM n 348-0 Tan poorly graded GRAVEL with sand, dense, damp MC = 3.30% ❑ O� ° ❑o GP ❑a ° 5 Op °!1n Ob > � 0 343-0 - MC = 4.50% Test pit terminated at 7.0 feet below existing grade. No groundwater encountered during excavation. No caving observed. Bottom of test pit at 7.0 feet. Earth Solutions Nb TEST PIT NUMBER TP-6 15365 N.E. 90th Street, Suite 100 PAGE 1 OF 1 ' Redmond, Washington 98052 Telephone: 425-449-4704 Fax: 425-449-4711 PROJECT NUMBER ES-6375 PROJECT NAME S.W. 320th Street Plat _ DATE STARTED 10126/18 COMPLETED 10/26/18 GROUND ELEVATION 345 ft TEST PIT SIZE EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: EXCAVATION METHOD AT TIME OF EXCAVATION LOGGED BY KTK CHECKED BY KDH AT END OF EXCAVATION -- NOTES Depth of Topsoil & Sad 12". forest duff AFTER EXCAVATION --- w of _ a- � w g TESTS C6 _ O MATERIAL DESCRIPTION 2 z CD a 0 ` Dark brown TOPSOIL TPSL,; :,ia; 1A -trace roots to BOH a.p _ Tan silty SAND with gravel, loose to medium dense, moist SM . •• 2.4 Tan poorly graded GRAVEL with sand, medium dense to dense, damp ° ❑° Q° ❑° 5 ° ❑� GP ❑° eoo a° Q° ° ❑a MC = 2.20% a ° 9,0 [USDA Classification: extremely gravelly coarse SAND] 3n•0 Fines = 4.10% Test pit terminated at 9.0 feet below existing grade. No groundwater encountered during excavation. No caving observer. Bottom of test pit at 9.0 feet. a x 3 a w w uj z a x 111 1111111 Millilli�Enil NINE INN MMMII1 so I I 0 NINE illillim III ills 11111111111111111111IN liiiiiinmi lmmiiiiiilm liiiiiinommillillool 11 Millilils lin mmmiiilm liiiiiimmiiiiiiim Ili �NINO lv 11111111111111111110 1111111sm iiiiiismiiiiiilmmii IN ME NINE lismillillimm Millis EEIIIIIIINEIIIIIINM 1, lkismillillin I inillm lismillillimmillillinm lism 111 111 Milli aniiiiiiinmniin M" illummilin Iq Sm Larth nw iui ORION �i n um' o iin � ulismillilliallillilliIsm n in i��11111111110111111 M-lillillowilililismiilill iiiiiiism ME iminililill§E ;Ipecimen Identification I ApEi�*, zo—nomft. L1�t=J Bush Roed & Hitchings, Inc. March 18, 2019 Mr. EJ Walsh, P.E. Public Works Director City of Federal Way 33325 81h Avenue S Federal Way, WA 98003-6325 RE: Request for Waiver of Frontage Improvements 2200 SW 3201h Street Preliminary Plat Dear Mr. Walsh: We are currently pursuing a preliminary plat approval for the above referenced site. The proposed plat would subdivide the current two (2) parcels into eleven (11) buildable single family lots with an open space tract, a storm drainage tract and a private road tract. The purpose of this letter is to request a waiver of the frontage improvements and right-of-way dedication along SW 320th Street. Per comments provided by the City in the pre -application summary letter dated July 13, 2018, a 4-foot right-of-way dedication along with a 6-foot planter, 8-foot sidewalk, street lighting and street trees are required to be installed. FWRC 19.135.070 states that the public works director, "... may modify, defer or waive the requirements of (chapter 19 if... ) (2) Unusual topographic or physical conditions preclude the construction of the improvements as required." The frontage of the property along SW 320th Street consists of steep slopes covered with native vegetation, including existing trees. The existing slope has been evaluated by the project geotechnical engineer and was deemed stable. Currently there is an 8-foot wide sidewalk with street trees and street lighting. The sidewalk is adjacent to the curb with the street trees behind the sidewalk. To install the required improvements, a retaining wall more than 6 feet high would need to be constructed. FWRC 19.120.120 restricts the heights of retaining walls to a maximum of 6 feet in height. Because of this the required improvements cannot be constructed. Thank you for your consideration of this request and we look forward to your decision. Sincerely, BUSH, RQEP & HITCHINGS, INC. Ted BRH - Land Surveyors & Civil Engineers 2009 Minor Avenue East, Seattle, WA 98102-3513 (206) 323-4144 (800) 935-0508 www.brhinc.com ciwV OF -"� Federal Way PUBLIC WORKsDF.PAR-MIF\•r 33325 8`h Avenue South Federal Way WA 98003-6325 253-835-2700:Fax 253-835-2709 W"r%%.rit nttrder,tlw.l •.rnrn 2018 TRAFFIC CONCURRENCY REVIEW APPLICATION APPLICATION Now Date Project Name 2200 SW 320th Street Preliminary Plat Property Address/Location 2200 SW 320th Street Parcel Number(s) 1321039002, 1321039091 Project Description Subdivide property into 11 single family residential lots PROPERTY OWNER Phone/Fax: City/State/Zip Cell: APPLICANT (it different than Owner) Name: Phone/Fax: Address: City/State/Zip: Email: Cell: Signature: Type of Development permit to be applied for: ❑ Commercial ❑ Multifamily (MF) © Subdivision ❑ Single Family (SF) ❑ None (Feasibility only) ❑ Other ___ - ❑ Short Subdivision Approval for City to perform Concurrency analysis: '❑X Yes ❑ No If NO: Applicant's Traffic Engineer must perform Coneurrency analysis consistent with City procedures; however, the application fee remains the same. F Xk hfcdu Infi—w n,AFW Cn rm-) Ag4icu,di Rev Ja 201K dnc CITY OF Federal Way APPLICATION NO(S) MASTF7-)LAND USE APPLICATION IJEPARTMENTOFCOMMUNITY DEVELOPMENT RECEIVED 33325 81 h Avenue South Federal Way, WA 98003-6325 MAR 21 2019 253-835-2607; Fax 253-835-2609 %V %� «.cit.•oftWeralwa%,.com CITY OF FEDERAL WAY COMMUNfTY DEVELOPMENT -S t) lq-IQ13 D q - S � Project Name 2200 SW 320th Street Preliminary Plat Property Address/Location Parcel Number(s) Project Description PLl AS'L•' PRINT 2200 SW 320th Street 1321039002,1321039091 Subdivide property into 11 single family residential lots Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process 1 (Director's Approval) Process If (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 Short Subdivision X Subdivision Variance: Commercial/Residential Required Information RS 5.0 Zoning Designation HDSF Comprehensive Plan Designation U Value of Existing Improvements $3,300,000 Value of Proposed Improvements International Building Code (IBC): Residential Group R-2 Occupancy Type Type V Construction Type Applicant Date 3--DI— 9 Name: Yuan Family Holding 2018 PR Address: 10906 80th PL NE city/State: Kirkland, WA Zip: 98034 Phone: Fax: Email: vigceplfei@yhhproperty.com Signature: Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: Yuan Family Holding 2018 PR Address: 10906 80th PL NE City/State: Kirkland, WA Zip: 98034 Phone: Fax: Email: vinqent.Ifei@yhhproperty.com Signature: Bulletin #003 —January I, 2011 Page I of 1 k:lHandouts\Master Land Use Applicat Bush Roed & Hitchings, Inc. April 19, 2019 Mr. EJ Walsh, P.E. Public Works Director City of Federal Way 33325 8th Avenue S Federal Way, WA 98003-6325 RE: Request for Waiver of Frontage Improvements, Right of Way Dedications, Reduced Cross Section of Internal Street, Private Rather than Public Internal Street, Access Management and Block Perimeter Standards 2200 SW 320th Street Preliminary Plat Dear Mr. Walsh: We are currently pursuing a preliminary plat approval for the above referenced site. The proposed plat would subdivide the current two (2) parcels into eleven (11) buildable single family lots with an open space tract, a storm drainage tract and a private road tract. The purpose of this letter is to request a waiver of the frontage improvements and right-of-way dedication along SW 320th Street, reduce the required cross sectional width of the internal road and allow the internal road to be private, reduce the required distance from the proposed internal road access off 215t Avenue SW from the existing driveway located at the adjoining northern property, and relief from the block perimeter requirement for non -motorized trips. 1. Per comments provided by the City in the pre -application summary letter dated July 13, 2018, a 4-foot right-of-way dedication along with a 6-foot planter, 8-foot sidewalk, street lighting and street trees are required to be installed. FWRC 19.135.070 states that the public works director, "...may modify, defer or waive the requirements of (chapter 19 if...) (2) Unusual topographic or physical conditions preclude the construction of the improvements as required." The frontage of the property along SW 320th Street consists of steep slopes covered with native vegetation, including existing trees. The existing slope has been evaluated by the project geotechnical engineer and was deemed stable. Currently there is an 8-foot wide sidewalk with street trees and street lighting. The sidewalk is adjacent to the curb with the street trees behind the sidewalk. To install the required improvements, a retaining wall more than 6 feet high would need to be constructed. FWRC 19.120.120 restricts the heights of retaining walls to a maximum of 6 feet in height. Because of this the required improvements cannot be constructed. 2. Per comments provided by the City in the pre -application summary letter dated July 13, 2018, internal street(s) shall be a Type "W" Local street, consisting of a 28-foot street with curb and gutter, four -foot planter strips with street trees, five-foot sidewalks and street lights in a 52-foot ROW. We would like to install a 20' wide private street er City of Federal Warr Drawing. Number _ 3-2FF with a Cu -de-sac meeting South King Fire and Rescue Administrative Policy la_0006. A copy of Drawing Number 3-2FF is attached to this letter. All conditions -listed on the detail necessary for approval of this request will be met to allow this private street section to be used. BRH - Land Surveyors & Civil Engineers 2009 Minor Avenue East, Seattle, WA 98102-3513 (206) 323-4144 (800) 935-0508 www.brhinc.com Request for Waiver 2200 SW 320th Street Preliminary Plat Page 2 Bush, Roed & Hitchings, Inc. 3. The proposed access to the site is located off of 215t Avenue SW. 21st Avenue SW is classified as Access Class "2", which permits full access as close as 330 feet to any other street intersection or driveway. The site is proposed to be accessed off of 21 st Avenue SW because the grade change from the site to SW 3201h Street preclud taking access from that street. The proposed private access point is located approximately fi t from an existing driveway located on the adjacent parcel to the north, approximately 180 feet from the intersection of SW 3201h Street, and approximately 200 feet from the intersection of SW 322°d Street. The location of the proposed private road cannot physically meet the dimensional requirements for full access to 21 St Avenue SW, therefore we propose to restrict the access to right in / right out only. Due to the requirements of FIJVI',C 18.55.010 and PWCP Policy TP4.2 a north -south connection to SW 320th Street along the west side of the property (Type "AA" Non -Motorized Path) is required. There are two (2) reasons why this requirement cannot be met if our understanding of the requirement is correct. If we are required to provide a pedestrian path from SW 322"d Street to SW 3201h Street and it must be ADA accessible, the elevation change through the property cannot maintain ADA maximum grades and the properties adjacent to the project site are single family residential without the opportunity for extending access through. If the connection can just be from the project site to SW 320th Street via stairs then we can adjust the plan and provide a stairway to SW 320th Street. Thank you for your consideration of this request and we look forward to your decision. Sincerely, BUSH,_R,QEO-&-RTT-ZINGS, INC. Ted Dimof, Principal/ Ann Dower From: Erik Preston Sent: Wednesday, May 29, 2019 10:38 AM To: Ann Dower Cc: Rick Perez Subject: Upland Ann, It may make more sense to order it 4, 1, 2, 3, or just refer to #4 when writing #1. After our discussion with Rick, we need to back track my comments slightly about a non -motorized path. I would include something like the following... 4. After more careful consideration, the existing grades on site do not create a topographical constraint for a roadway connection to SW 320 St as the City previously assumed, which led to the requirement of the non -motorized path only rather than the full street connection as required by FWRC 18.55.010. Since there is room to regrade for the road connection to SW 320 St at the maximum grade allowed (15%) and still have reasonable use of the site a full street connection between 21 Ave SW and SW 320 St is required to meet block perimeter standards per FWRC 18.55.010. No additional non -motorized path would be required. Staff recommends denial of this request and requires that a street connection to SW 320 St be made. 1.... Because site access is required to SW 320 St, 4' right-of-way dedication and frontage improvements are required. 3. All potential site access locations on the frontage of 21 Ave SW are within the 95th-percentile queue length from the signal. As a result all access points on 21 Ave SW will be limited to right -in and right -out. The project will need to install vertical curbing on the centerline of 21 Ave SW ( and likely SW 320 St if that access is located within the 95% queue length) to limit access. The site access may also be located along the south property line. Erik Preston, PE Senior Traffic Engineer City of Federal Way — Public Works d:253.835.2744 m:253.261.3786 the north? I've tried, but there isn't enough information provided by your surveyor by our as -built files to get there. Your plat map has a break line with no actual distance. Could you provide that as well please? I'm trying to get this done today before I leave for a couple of weeks. Any help you can provide would be much appreciated. Thanks Ann Dower Senior Engineering Plans Reviewer A Federal Way Public Works Department 33325 8th Ave S, Federal Way, WA 98003 Desk:253.835.2732 1 Fx:253.835.2709 c itvof Fed era Iway.Com Ann Dower From: Ted Dimof <TedD@brhinc.com> Sent: Wednesday, May 22, 2019 8:19 AM To: Ann Dower Subject: RE: right of way modification Hi Ann, Sorry for the delay. The distance from the centerline of 320th to the centerline of the proposed access is 244 feet. The distance from the centerline of the existing driveway north of the site to the proposed access is 112 feet. I pulled these two distances from our Preliminary Plat drawing. The distance from the centerline of our proposed access to the centerline of 322"d is 256 feet. I pulled this value from Google Earth. The values I provided in the waiver request letter were from nearest edges of the roads and driveways hence the distances were less. Does this work for you to continue with the analysis? Thanks Ted Ted Dimof, PE Engineering Division Manager / Principal Bush, Roed & Hitchings, Inc. 2009 Minor Avenue East Seattle, WA 98102 (206) 323-4144 (office) (206) 720-3572 (direct) (206) 323-7135 (fax) tedd@brhinc.com www_hrhinc_rnm From: Ann Dower [mailto_ Aran.Dower@cityoffederalway.com] Sent: Tuesday, May 07, 2019 10:54 AM To: Ted Dimof <TedD@brhinc.com> Subject: right of way modification Hi Ted I am working on the right-of-way modification for Upland. We use centerline — to —centerline as the distance between driveways and between streets. It looks like you used something else, but I can't figure out what. Could you please provide me with centerline to centerline distances for the proposed road from 320th , 322"d, and the existing driveway to r ris, rly. C&J�eux eyib-e * reut2r — CITY OF ` PUBLIC WORKS Federal Way DEPARTMENT STREET MODIFICATION REQUEST / ACTION Project Name SW 320th St Preliminary Plat (aka Upland) Permit # 19-101308-00-SM Location 2200 SW 320' St Request: The applicant wishes to modify or waive the following requirements: 1) Waive required frontage improvements on SW 320, St. 2) Reduce the interior street cross section and make it private 3) Reduce spacing between the proposed street and existing streets, and between the proposed street and an existing driveway, below City requirements 4) Waive required non -motorized path connection to SW 320th Street Staff Analysis 1.Waive required frontage improvements on SW 320th St SW 320th Street currently has adequate lane width but the 8' sidewalk is next to the curb with a planter strip behind. To meet current standards for a Type "I" street, the applicant would be required to dedicate 4 feet of right-of-way and install a 6-foot planter strip, 8-foot sidewalk, and move existing street lighting. The applicant states that Federal Way Revised Code 19.135.070(2) applies and the improvements should be waived since topography is steep along this portion of the right-of-way, requiring walls. The slope is between 10 and 18 feet high and varies between 1:1 and 2:1 slope. Staff supports this modification request A 4' right-of-way dedication would be required. if the short plat is redesigned to take access off of SW 3200 Street (see 44 below), this modification would still apply. 51i� - is -its -tAk*A ►,t C.anw-1 2. Reduce the interior street cross section and make it private To serve the proposed development, the interior street is required to be a public Type "W" street with a 28' travel way, curb, gutter, 4-foot planter strip, five-foot sidewalks, and streetlights. The applicant is proposing a private road corresponding to COFW detail 3-2 FF with 20' travelway and 5' sidewalk on one side. This cross section is for "zero -lot line, small lots, and cottage housing" serving up to 12 lots. Although this property is zoned RS 5.0, the smallest lots allowed within a residentially zoned area, the cross section is meant to apply to a "Small Lot Detached Development", which can only occur in a multifamily zone. Within either zone, a private street may only be up to 150 feet long. Within single-family zones, up to four lots may be served by a private road. At nearly 600 feet long and serving eleven lots, the proposed road is well over the maximum length and will serve more than double the number of lots allowed in this zone on a private road. Type `W' street section should be applied to this development. A "three-quarter" reduced cross section could be supported by staff on the east/west leg of the interior road, if it is moved to the northeast property line shared with parcel #132103-9036, which is currently vacant. The adjacent parcel owner would be required to complete the road improvements, take access off of that road, and close their existing driveway onto 21" Avenue SW when that parcel is developed, thus reducing entry onto 21" Ave SW. 3. Allow spacing between the proposed street and existing streets, and between the proposed street and an existing driveway, to be reduced below City requirements Access to the site is proposed off of 21 st Ave SW, 244' south of 320th St SW, and 256' north of 322 St SW. As outlined in Federal Way Revised Code (FWRC) Section 19.135.280, 21s' Ave S is classified as Access Class "2', which permits full access within 330 feet of any street or driveway. Limited access (right -in -right -out ) and driveways are allowed within 150 feet. FWRC 19.135.290 allows a 20% reduction in this distance if certain criteria are met, which equates to 264 feet apart for full access, and 120 feet apart for limited access or a driveway. The driveway to the north, which currently serves a vacant lot, is approximately 130 feet from 215t Ave S and 110 feet from the proposed access road. The applicant has proposed limited access, which will be within spacing requirements for streets. Since the access road cannot be built with sufficient distance from the neighboring driveway, the applicant will be required to relocate access as described in request 92 above. 4. Waive the required non -motorized path connection to SW 3201h Street Block perimeter standards outlined in FWRC 18.55.010 and FWCP Policy TP4.2 require a north - south non -motorized path connection to SW 3201h St along the west side of the property. Due to the 1:1 and 2:1 slope between the property and SW 320`' Street, the applicant states that ADA slope and landing requirements cannot be met. The request is to either waive this requirement or allow a stairway which will meet the block perimeter standard but will not meet ADA standards. Staff recommends denial of this request. The applicant is responsible to prove that the project meets ADA requirements to the "extent feasible" as defined by ADA. One solution may be to extend the interior road to 320th St SW. This would change the ADA requirements and the sidewalk would only need to match the grade of the road. Ay�,,, � 's f�dc ra ► M ''"-S Re: uirements / Conditions of Approval 1. Dedicate 4' of right-of-way on SW 3201" Street 2. Provide a Type `W' cross section=for the internal street 3. The access location as shown must be moved to the northeast property line shared with parcel #132103-9036. 4. The non -motorized path connection to SW 3201h Street must be made. ADA requirements for "extent feasible" must be met. Staff Recommendation Development Services Reviewer Concur with Staff Analysis Initial Date Yes No Development Services Manager 11 11 Traffic Division Reviewer Traffic Division Manager Deputy Director Director Decision ❑ ❑ DEDICATION: NE 1 /4, SECTION 13, TOWNSHIP 21 NORTH, RANGE 03 WEST, W.M. KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE AND RELEASE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE DESIGN, ESTABLISHMENT, CONSTRUCTION, OPERATION, FAILURE TO OPERATE, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEM S, ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUBSURFACE WATER FLOWS WITHIN THE SUBDIVISIONS OR WITHIN ANY DRAINAGE OR DETENTION FACILITIES DESIGNED TO RECEIVE OR ACTUALLY RECEIVING DRAINAGE FROM THE SUBDIVISIONS AND THE CITY OF FEDERAL WAY'S REVIEW AND APPROVAL OF PLANS AND PERMITS FOR SAME OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF FEDERAL WAY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY, HOLD HARMLESS, AND DEFEND THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS, FROM AND AGAINST ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THE SUBDIVISIONS TO HAVE BEEN CAUSED BY THE DESIGN, ESTABLISHMENT, CONSTRUCTION, OPERATION, FAILURE TO OPERATE, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS, ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUBSURFACE WATER FLOWS WITHIN THE SUBDIVISIONS OR WITHIN ANY DRAINAGE OR DETENTION FACILITIES DESIGNED TO RECEIVE OR ACTUALLY RECEIVING DRAINAGE FROM THE SUBDIVISIONS AND THE CITY OF FEDERAL WAY'S REVIEW AND APPROVAL OF PLANS AND PERMITS FOR SAME. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF FEDERAL WAY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING FROM AND TO THE EXTENT OF THE SOLE NEGLIGENCE OF THE CITY OF FEDERAL WAY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, RELEASE, INDEMNIFICATION OF CLAIMS, AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS: YUAN FAMILY HOLDING 2018 PR BY: --------------- ITS: --------------- ACKNOWLEDGMENTS: STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT --------------- IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED (S)HE WAS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE --------------- OF YUAN FAMILY HOLDING 2018 PR TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS ---- DAY OF ---------- 2020. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT --------------- PRINTED NAME --------------- COMMISSION EXPIRES --------------- LEGAL DESCRIPTION: LOTS 1 AND 2, KING COUNTY SHORT PLAT NO. 878043R. RECORDED UNDER RECORDING NUMBER 7910230790, IN KING COUNTY, WASHINGTON. THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY CHICAGO TITLE COMPANY OF WASHINGTON, DOCUMENT NO. 20180720000767, RECORDED JULY 20, 2018. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS DOCUMENT. DOWNSPOUT NOTE: ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH THE CITY OF FEDERAL WAY. THIS PLAN SHALL BE SUBMITTED WITH APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING PERMIT INSPECTION APPROVAL. ALL INDIVIDUAL STUBOUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNERS. TRACT NOTE: TRACTS "A" THROUGH "I" ARE CONSIDERED A "TRACT" PURSUANT TO KCC 19A.04.330. A "TRACT" IS LAND RESERVED FOR SPECIFIC USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. SURVEYOR'S NOTES: 1. HORIZONTAL DATUM: NAD (NORTH AMERICAN DATUM) 83/91 PER WASHINGTON STATE PLAN COORDINATE SYSTEM, NORTH ZONE ESTABLISHED BY RTK GPS USING THE WASHINGTON STATE REFERENCE NETWORK. 2. VERTICAL DATUM: NAVD 88 3. DATE OF FIELDWORK: NOVEMBER 13TH, 2018 4. INSTRUMENTATION: BOUNDARY CONTROL WAS PERFORMED WITH A LEICA 1203, SERIAL NO. 234517. 5. PRECISION: THIS SURVEY MEETS OR EXCEEDS PRECISION AS DEFINED BY WASHINGTON STATE STANDARDS AS SHOWN UNDER WAC 332-130-090, 6. AREA: SITE AS SHOWN CONTAINS 91,578 SQUARE FEET OR 2.1023 ACRES, MORE OR LESS. FOUND PUNCHED 2" Disc SW 320TH STREET IN CONCRETE IN CASE DN. 1. 0' ': — — — — (•� S88"35'17"E 2645, 74' S88°35'17"E 1048.12' S88°35'17"E 274.76' N I S88°35'17"E 265.51' —TRACT A— -T TRACT D PLAT NOTES AND RESTRICTIONS: 1. TRACTS "A", "D", "H" AND "I" ARE LANDSCAPE TRACTS, AND ARE HEREBY CONVEYED TO THE HOMEOWNERS' ASSOCIATION FOR OWNERSHIP AND MAINTENANCE PURPOSES. 2. TRACT "B" AND "G" ARE STORM DRAINAGE TRACTS AND ARE HEREBY DEDICATED TO THE CITY OF FEDERAL WAY FOR OWNERSHIP AND MAINTENANCE PURPOSES. 3. TRACT "C", "E" AND "F" ARE PEDESTRIAN TRACTS, AND ARE HEREBY CONVEYED TO THE HOMEOWNERS' ASSOCIATION FOR OWNERSHIP AND MAINTENANCE PURPOSES. 4. THE ROAD AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE ON FILE WITH THE CITY OF FEDERAL WAY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 5. THE STREET TREES, PLANTED AS A CONDITION OF PLAT APPROVAL, SHALL BE PLANTED ACCORDING TO THE APPROVED ENGINEERING PLANS ON FILE WITH THE CITY OF FEDERAL WAY. THE STREET TREES PLANTED WITHIN THIS PLAT SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, UNLESS THE CITY OF FEDERAL WAY HAS ADOPTED A TREE MAINTENANCE PROGRAM. 6. ALL LOTS 1 THROUGH 8 IN THIS PLAT ARE DESIGNATED FOR DEVELOPMENT AS SINGLE FAMILY RESIDENCES. THIS PLAT COMPLIES WITH THE BASE DENSITY AND/OR MINIMUM DENSITY REQUIREMENTS OF THE RS-5.0 ZONE CLASSIFICATION. RECORDER'S CERTIFICATE I SURVEYOR'S CERTIFICATE FILED FOR RECORD THIS DAY OF 20 AT M IN BOOK AT PAGE AT THE REQUEST OF BUSH, ROED & HITCHINGS, INC. OF SURVEYS, THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF IN LOT 3 TRACT B I I 4 _ 26.00' 26.00' �I Ln — N � TRACT C 5 00 0 01 — 0 V) co to — — — 6 cli Ln --- __J 00 °" 26.00' 00 26.00' — — — — 7 I 8 � � o 2 � N i Ln 00 p 0 0 V) R=39.00 - Y 3 A=89°36'46" S88°38'01"E 236.02 L=61.00' \ — TRACT E IS88°38'01"E 364.01' I I o I 1 7— LOT 4 i LOT 5 I LOT 6 I I I I � OD HpMEs I wEST A�D8 I N �o I I �0LI I � I I � I I � UPLAND FEDERAL WAY CITY FILE #19-101302-00—SU 2200 SW 320TH ST FEDERAL WAY, WA 98023 FOUND PUNCHED 1/4" BRASS PLUG IN CONCRETE IN CASE DN. 0. 5' LOCATED 0.12' SOUTH & 0.01' WEST FOUND TACK IN LEAD OF THEORETICAL 1/16TH CORNER y IN CONCRETE IN CASE 1322.87'(C) • 1322.87'(C) — DN. I N S88°35'17"E 98.50' I of MI I �n a 00 0 o � 36' o S88°38'01 "E 98.50' I V) 00 p ZD Paz LPG I=i � w o o > I o u) �I Q Q I � Ln r-- O co � on N O RESUBMITTED - � I TRACT k I I o I I 0 36' --*- LOT 7 I I FEB 2 8 2020 COMMUNFEDERAL EVO�PMEEN7 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. BUSH, ROED & HITCHINGS, INC. pRRcyG� LAND SURVEYORS & CIVIL ENGINEERS owA y BR2O09 MINOR AVE. EAST (206) 323-4144 SEATTLE, Washington 1-800-935-0508 44646 STEF Q-NAL LANO 98102-3513 FAX# (206) 323-7135 DWN. BY: HRB SCALE: 1 "=50' CHK. BY: TRS DATE: 2/28/2020 JOB NO.: 2018224.03 SHEET 1 OF 2 MANAGER SUPT. OF RECORDS NE 1 /4, SECTION 13, TOWNSHIP 21 NORTH, RANGE 03 WEST, W.M. S00°58'45"W 5.00'- S00°58'45"W 10.00' PROPOSED REBAR & CAP (TYPICAL) LOT 3 PROPOSED MONUMENT PER CITY OF FEDERAL WAY STANDARD 3-36 S88°35'17"E 1048.12' N SW 320TH STREET S88°35'17"E 2645.74' i S88°35'17"E 274.76' THIS PORTION IS DEDICATED TO THE PUBLIC FOR ROAD PURPOSES UPON THE RECORDING OF THIS PLAT S88035'17"E 265.51' S88°35'17"E 52.00' S88°35'17' E 99.25' TRACT q S00°58'45"W S00°58'45"W S8835'17'E 114,25_ - 10_00' 10.00' TRACT D N S88°35'17"E 99.25' -' - S88°35'17"E 114_25' N � LC)) Lo TRACT B Cc I� �Lo � � N t Co 0I<r CIS 4 p 0 Ln o Co 99.25' - S88°38'01 "E Io S88°38'01 "E �J n - 114.25' t Ln - Ln I I � 0 c0 Nob 1322.87'(C) _ 1322.87'(C) N d' I -S00°58'45"W 5.00' S88°35'17"E 98.50' - -S00°58'45"W 10.00' I I 0 0 MI �I Lo n L ILn 5 00 o Ln TRACT C � � o 0 �r u� I o� 0 u� Co o Io 0 o I o o 0 I✓- - 36' ---- S88°38'01 "E V) THIS PORTION IS DEDICATED _ TO THE PUBLIC FOR ROAD 114.25' Ln PURPOSES UPON THE I rn o RECORDING OF THIS PLAT N 't I I m 99.25' _ I C° Sob °'"9.00'- _ I� �' S88°38'01"E 3801 E S88°38'01 "E 6 0 98.50' S88°38'01 "E 10.00' Co (-- - I U 34.50' 45.00' S88°38'01 "E S88°38'01 "E � ,N BUILDING SETBACK I o 0 LINE (TYPICAL) � I I o ELn Ln o 79.50' 34.7 �500'58'45'"W' oil 7 S88°39'1YE 19.69' I I TRACT F I- n ri - s35'17"E 0 CD o 0I I o S00°58'45"W 56.40' F O I � 26.00' 26.00' 0 = _ 99.25' I �I I S88°38'01 "E CO - - 7 g p- U I S88°38'01 "E_ I I �I I 36.00' o Q I Lo I- o� n _ PROPOSED MONUMENT In ILo 0 u� PER CITY OF FEDERAL �t Io � CD (I ;n In C'j�r I WAY STANDARD 3=36 I In -00 o� Io I o� I o o �l o .. R=13.00 Ln �=89'36'46" I I 000 01 t V) /�L=20.33'Lcl o R=65.00 S88°38'01 "E 0 o �- S88°38'01 "E 69.25' 0 4=27°19'37" � � S88138'01"E U L=31.00' 66.59' 36.00' S88°38'O1 "E \ - "� 0 0o S88°38'01 "E 10.00' ^� .00 106.51' --Q\ 0-89369 6" N N S88°38'01 "E 9.00' S00°58'45"W 52.00'� R=65.00 S88°38'01"E 236.02' _ �- �A=62*17'09" PROPOSED MONUMENT 0 0 \ o TRACT I L=70.66' PER CITY OF FEDERAL co 0 WAY STANDARD 3-36 `" CO L N 0� - S88°38'01 "E 181.19' S88°38'01 "E 10.00' S88°38'01 "E 163.75' �LS01 °21'59"W 9.00' TRACT E S00°58'45"W 9.00' S88°38'01 "E 364.01' S88°38'01 "E 181 25' LOT 4 LOT 5 HOMES WEST OO A�DI ION 10 vOL 68, LOT 6 S88°38'01"E 10.00'-j S88°38'01 "E 9.00' LOT 7 Lo SOO°58'45"W 00 89.00' 0 0 0 0 0 In r 0 p 0 0 cn THIS PORTION IS DEDICATED TO THE PUBLIC .FOR ROAD PURPOSES UPON THE RECORDING OF THIS PLAT li ,-PROPOSED MONUMENT ---- �PER CITY OF FEDERAL WAY STANDARD 3-36 S00°58'45"W 9.00' I 36'-1 a � I RESUBMITTED FEB 2 8 2020 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. 'A i King County - Dept of Assessments 122.11 W34 . 9034 — - ___ — I � I I I � � I I . - . I I The information included on this map has been compiled by King County staff I I Control ------ Lot = Parcel from a variety of sources and is subject to change without notim King I RightOfWay ------------ I Easement I I . . County makes no representations or warranties, express or implied, as to � 1 3"" d "I accuracy, completeness, timeliness, or rights to the use of such information. . N -- Plat — — Survey 1=1" Platted Major Number King County shall not be liable for any general, special, indirect, incidental, I I I I or consequential damages including, but not limited to, lost revenues or lost NE 13�21 ii,,i,,,,,,0A0" --- ShortPlat ------ GovernmentLot I = ="""I I . profits resulting from the use or misuse of the information contained on this � —, city . map. Any sale of this map or information on this map is prohibited except by —, OriginalShortPlat "I'll" ........ I.., Hydro = wriften,permission of King County. This map is for assessment purposes only. + Parcel ....... . ............ Donation Land Claim It is provided to assist in locating your property and is not guaranteed to I show accurate measurements or to reflect salability or buildability of tax I _ � � Proposed parcels. Do not use for survey purposes. I 1 inch = 1 00 feet Date: 2/15/2017 1 1 1 1 1 . � i�. — — ---- ��r ,):� Xl>. U42U J�. A,11:2n 1"'.... 77 " 17 - ___ mW -3,r - 251 b . _JM 11- I (N 0380 vaou 16 � 10 ,1-.,9 wo - vl�&M_ '��4�_ U�;U"U uff�5u ,Y,g -7 -- 1 - .VM40 . I 1 I I 12.26 ' 21 Cq , urm_w_-�7 il ; �J .,V1 --------------------- 117 - ; ........ - - _f4 _1 � Cq , 'I-7.22 n'� ", 7 , �b`l .�, '-67, 4� 67.4 �O�� � 17_54. 6 1 / "r - ,,, '. 0060 _. I �__ � � I 4.95 AC , �41 : i I .87 ..c' 2.79 14 130 F, 11 -,% \\ �--206 6 __�_,� I— S.W. 319TH PL. -*X Lo N �, , , ,�6/,::� 20,5 �, I ,Z) & 7 02 - 1 - .1 -43 * I ........ m. .*% : 9051 . . r-; il : 3 416?95 5 ,% I'M H - I . 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